HomeMy WebLinkAboutNotice of Acceptance (2) i
MIAMDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION i
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miw midade.eovleconomv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal-of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official. 'I
This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAMI-DADE COUNTY Expiration Date: May 26,2021 _
(�f 11116 Approval Date:April 14 2016
Page 1
File COPS`:
'I
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision' B dated 10/10/14, prepared by
i
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5"1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of aminer
NOA No. 6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
i
i
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
L Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer,.signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr VEminer
NOA No218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE o ~ i°
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...__.._._._...._...I #
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS............_.__...._..1 ffi o
ELEVATIONS....„...._.....W...._.._...1 y
FIGURE 1: MULL TO 2X WOOD..... 2
d
MULTIPLE OPENING WIDTH FORVERTICALMULL ARCHESTO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS o>;
I'^�' HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO INSTALLATION
&MA TES----.----.._2
MULLIONS I / -� SEE DETAILS RECTABEDINSIDE INSULT S NOTES._,_.__._..2
A-0,G,H: RECTANGULAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASON Rv................3 to
SHEETS 23 SHAPE MULL TO STEEL STUD__.....____..3 N
_ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...........................3 m
f� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 113STRESS INCREASE WAS NOT USED ANCHOR SPECS....--...................3 `-
T ALTERNATATE COPS....._._...._...,.4 Q
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLAT1oN_-..........4
1 X 2 X.125 MULL SPECS_....._...6 J___-- W
\`�\ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2X.375 MULL SPECS...._,-.._.e
INSTRUCTIONS. 1 X 2.75 X.376 MULL SPECS.-...__7 $
/ 1 X 2.75 X.65 MULL SPECS_._.......B 2 Z �.. N
SEE DETAILS 111 I 1 I \\III \ 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 4126 i.00 M LL SP CS__.g m 0 a O
ATHRU G: / I 1 / I I 1 _ / I 1 ATMRUc•LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER tq
SHEETS2.3 1 1 X 4 X.376 TUBE MULL SPECS_..11 Q ( J
ONLY TWO 1%4X.376TMULLSPECS._.....11 ~ -I
SHEETS 23
I III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.166 X.206 MULL SPECS.-12
OPE ING 1.20 X3.25 X.100 MULLSPECS..._13 Z W
VE HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.26 X,624 MULL SPECS.....14 Z
MULL FOR 126 X 3.94 X.624 MULL SPECS,_..15
O
2X4 X.26 MULL 9PECS.__._..-._16 Z Z
LENGTH SEE DETAIL E on AL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J Q
2 X 8 X 25 MULL SPECS....__.......,17
SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q U)
AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'X.25 AY M MULL SPECS....10
REACTIONS, 4W X 3.25 BAY MULL SPECS.........19 Z 0 Q N p
45'X 326 BAY MULL SPECS..__._20 Q O Z
MULLION&CLIP DIMENSIONS-_21.23 1•-• Z �c O
FENESTRATION B)REFERENCE:TEST REPORTS:FTL-0443;ELCO ULTRACON/AGGRE-GATOR NONS EXAMPLES 1&2........ ._............24 �O
IN LOADING EXAMPLES...................25 fA
BE OFANYTYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUODUCTS MAY IREMENTS OF THE FLORIDA BUILDING It LU
z N
MUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH
L=4
BY PGT. U� PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. V L7 Z: O
10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ �'O go
-
le
DETAILS - �
A-D,G.R. 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
HORI MU LL
LL SHEETS 2-3 WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NO&
LENGTH HORIZONTAL
MULL LENGTH INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD.
rOPENING WIDTH--I
�HORIZ.MULL LENGTH—y 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-'1�ryO�Try I` 1 � �, 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR`OR'TRIANGULAR/TRAPEZOIDAL'.
OPENING 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFP)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Pas RODUCT REVISED
HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HORIZONTALLY).THE Building YlCodde Ilh Ftatida
OPIN MULL ¢' HFO ` y ` VERT. MULLION CAPACITY(LBSIFP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN Acaeplmco No ���•
HEIGHT LENGTH MULL p / P ALL• STEP 1). H hall Dule 2(
L L
LTH 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE B �"
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO AT TNN THE FULL MULLION CAPACITY.
OPENING WIDTH
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\\�( LYNN // /
OPENING IN
ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;`� \0a•�.�NS•M��(F
FORVERDCALMULL CAPACITY IS MET. Q�;'• V F '�
SEECORRESPCNDING DETAILS MULTIPLE MULLIONS •�T'_
7)IF THE MULLIONMULUON CAPACITY
OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBSlFT')FOR = 3v:• No.58705
FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE =-0•:�"• / 4/;
STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT-)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '
*2014 FLORIDA BUILDING CODE(FBC),5TH EDITION S TE F (Ll,,
•ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIF(�OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR ENTIRE MULLED FENESTRATION ��'C�'••,FLORIOP•'•G��:
*ALUMINUM DESIGN MANUAL,ADM-2010 PRODUCTHIGHLIGHT
Y. SS •""• �J :�
•AISIS100.07lS2-2010 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT. A�L11M� 11FE21`P�E.
FL P. 58705
DETAIL A: DETAILS: MULLION � o
MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BucKBTwP TYP.ANCHOR i
OR WOOD FRAMING WOOD BUCK AND MASONRY AT7A^oNNMENr SEE SEETTABLTES1&16B o2 d
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS,
SEE NOTE 1, N
I I MULLION I SHEET 1. y m
SEE SHEETS el I 1
b I I _ MIN2,7KSI •...r •. a: EDGE _ O
ERHERTHE .° I i 21a3 FOR HOLE .d I I CONCRETE OR CMU'• DISTANCE, _I
STANDARD Oil e I LOCATIONS I. I -,1 SEESEETABLES _ _
OFFSET MULL EDGE m 1 EDGEDISTANCE 18.168
CLIPMAYBE I DISTANCE m I e FOR MASONRY
INSTALLED BY I II FOR WOOD W
.a a' i I ANCHORS Q 0 OR
THIS METHOD. - SCREW9 e I m H
26T MAX FOR G e 1 I SIDE VIEW cn.. q ALL MULLIONS d: Q to 1
d ° e ERHER THE �2 j
°,e n d. OFFSET MULL Z. Ld e'. .. CLIP MAY BE 2 �3
d ° EXTERIOR a INs7ALLEDev {T}�� lL
• °' d ..d '. ° EDGE
.e, e',d DISTANCE 6 V e e FOR d°" F Z
° MASONRY ° Q 0 N O
THE OFFSET CLIP IS ANCHORS
° RECOMMEIIDEO FOR
EXTERIOR e d a FIN-FRAMED ' a
° WINDOWS,BUT MAY a.
ALSOBEUSEDFOR w F Y
OTHER FRAME TYPES.
cn
~ Z
ZaO yO
TYP.ANCHOR TV,ANCHOR � a
TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, °'?
PER SUBSTRATE, SEE TABLES 1B.168 SEE TABLES 1B-16B
SEE TABLES 1&168 EDGFIEND
DISTANCE BUCKSTRIP
SEETABLES AND
EMSEDMENT BUCKSTRIP 1&168 r ,; ' AT7ACHMEM
AND EMBE MENT' .r BY OTHERS,
SEE NOTE I,
ATTACHMENT a r'•
BY OTHERS, SHEE71,
SEE NOTE I • �
SHEET
1• MIN 2.7 KSI CONCRETE OR CMU•
SIDE VIEW' FRONT VIEW PRODUCT REVISED
FRONT VIEW 6acompllyinaWiW a 0orfMi
Building Code
HYci1et1�Dnie �ij 21
INSTALLATION NOTES:
Bjz
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Mi°ni lLodut
I I I I
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ���� V LYNM
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE `��`*OY\ ••,••••..Zee
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ti,•'L1cENS6 •.•
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. ��•' '.•.!�!.
NO.58705 t
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. •n•'• /"�( l6:• -
' C E or
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED �.'•.FLOfi50P,•'•
ELCO ULTRACON OR ELCO 1/4°S.S.AGGREGATOR MASONRYANCHORS. . ....�.
A.C%NIMILLEW b.E.
FL P.E,#58705
DETAIL E: A —
DETAIL C: —I 126 MIN. MULLION TO MULLION
INTERSECTION NOTES:
MULLION DIRECTLY ATTACHED TO
MuwDN (U-CLIP)
MASONRY STRUCTURE T)MAY BE INSTALLED IN"TEE'OR'CROSS. O
(STANDARD CLIP SHOWN) INTERSECTIONS, u
VARIES
2)MAYBE INSTALLED HORIZONTALLY
t I TYP.ANCHOR (SHOWN)OR VERTICALLY.
EITHERTHE I PER SUBSTRATE, N
STANDARDO I 1 SEE TABLES IB•13BL 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 5 m
pj P MAY OF i i I.ggg' TOP VIEW FOR CORRESPONDING MULLION. Z �M�
I co
NSTALLED BY It I p a.. EDGE DISTANCE MULLION
THIS METHOD. _..—_ 1 I I IBq' FOR MASONRY VARIES
ANCHORS 1 J W
N12 STEEL SCREWS. Y
e; ,—SELF-DRILLINGL(ONAND
USE PREDRILL d' fn
``Y MULLION AF1D USE SMS W CD p
co m C)e d .� F ( co
EXTERIOR 49 Z s MULLION
4 p
EDGE DISTANCE a THE OFFSET CLVS (— g
FOR MASONRY RECOMMENDED FOR
ANCHORS a. d �HF�WFSEY LINTERSECTION
ALSO BE USED FOR UCUP W
8' OTHER FRAM TYPES. EXTERIOR
TYP.ANCHOR '.4 {—
PERSUBSTRATE, 4 Z Z Q T p
SEE TABLES 18.7B3 4 ° Q O Z coTYP.ANCHOR SEE SHEETS 21.23 FOR
BUCKSTRIP PER SUBSTRATE. HOLE LOCATIONS ¢
AND SEE TABLESIB-138 FRONT VIEW EOGE W Joy
ATTACHMENT DISTANCE Q' Q Y Y
BY OTHERS, SEETABLES O j
F�ItiT,• SEENOTEI,
EMS 1B-13B Q Q O
••. ` SHEET I. P .Z' EDGE Z
,..:•.. % ....' ' .• ''..-'..- -DISTANCE b'p (ni
MIN2.7KSICONCRETEORCMU MIN 2.71(91CONCRETE OR CMU B-13B LES SIDEVIEW
FRONT VIEW SIDE VIEW DETAIL D: EE
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR
A PER SUBSTRATE,
` SEE TABLES IB•13B
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� SEE SHEETS ® PRODUCT REVISED
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR m complying with the Fhxida
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE 13u7d-utg Cade
FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. `. LOCATIONS Acceptor« 1(p.prL�,b3
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MULLION pxpimlfpn Date �Z)
® By
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. DO, cC
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE DISTANCE ���� LYNN
ELCOULTRACONORELCOIWS.S,AGGREGATOR MASONRY ANCHORS. FOR sTEELSTUDS TwNHERTHAN S�TNC� ��� Off{•••"" n1�<<F/��i
FRONT VIEW 1SGAANDCOMPLIANTWRHTHEFLBUILOING 1I3-ISB ` �Z-.��C[NSE''•, P
CODE,A 2XWOOD BACKER MUSTUSED. ,• •,,}
ATTACHMENT BY OTHERS.
EXTERIOR USEWOOD ANCHOR SPECS - K TID.58/05
SIDE VIEW
NOTES:
: rx�
-.� :
1)FOR 2XWGOD-BACKED STEEL STUDS,WOOD 8' !6 LLT_ST -E OF
ANCHOR VALUES MAY BE USED. Z`
���T�''•.fLOR10P••',�j��
2)SEE CORRESPONDING MULLION TABLES, �j(�
SHEETS 5-20,FOR QUANTITY OF SCREWS. AAlYN j11Ml4EA.P.E.
FL P.E.#58705
DETAIL F: DETAIL G: DETAIL Ft: o
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) •i
SEEDETAILSA-E, R G
SHEETS 2AND 3 FOR INSTALLATION 30.OR 45• oY
TO SPECIFIC SUBSTRATES.
SAY MULL
LO MULLION II
gyp{ m
O 1 O Z 4�L co
0 O O O 0 O -9 — - W
SIDE VIEW O I TOP VIEW n 3:
U
i TOP VIEW i i omo O
SHOWN WITH x4x.12s F-MLLION Z -03
TYP.ANOHOR g
EXTERIOR b I I I /'PER SUBSTRATE, 5
' i SEE TABLES 158 OR 1013 Z =2
STANDARD MULLION CLIP I TYP.ANCHOR
MODIFIED TO FB FIELD I I PERBLnuTwaE, 1 I EXTERIOR J & z
I SEE TABLES 18•14B I
CONDITIONS. 1 11 I I Q Z
1 ! 1 I I 2•X 6-ANGLE CLIP, F Z Q
I I I 2 PER MULLION END,MUST BE Z C4
MULLION INSTALLED INSIDE OF BAY MULL. O oD Q
W Q
�: I I 2'X6•X.126' IX N
11 I I ANGLECLIP, H
\ I I I I 2 PER MULLION END, U Z Q
I I I MUST BE INSTALLED Q e Z 0 0
1 INSIDEOFMULL. p mO go
I
TYP.ANCHOR
PER SUBSTRATE,
SEE TABLES 1B44B
../1 INTO WOOD,
l.� STEEL,ALUM
INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY
EXTERIOR
ALUM,CMU OR MASONRY MODIFIED M47ElD.
E%TERIOR
PRODUCT R6'VISED
P ns complying wish ULo Florida
® I INTO WOOD,STEEL, F Building Co do
MU OR MASONRY 1 Aempl Pia{
ALUM,C liz-L=•pQ
® ® EDGE O Bxpimliiw on Data 2�
DISTANCE
BY
PER Miami hnAlCl
ANCHOR
EDGE
DISTANCE E
PER ANCHOR O NOTES FOR INSTALLATION OPTION G&H:
1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION, :���'�•'•LGENS(: F'>' ��
NOTES FOR INSTALLATION OPTIONS F: ,
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26•X 2.11•X.125•MULLION. 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE {R;' ND 58705
LOCATIONS.
2)SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3)DETAIL H:SEE TABLES 15S OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE v `/ g�/••'U)
3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
LOCATIONS. v
Arm P4� p E.
FL 58705
TABLE 1A
Mullion Capacity Table RbsMr "
Opening Wldth(forverOcsIVspanrirg mutons)or Opening Height((or hodwritalpspannilg intMons) a!-e
5o In so In 7010 801n 901n login 1201n 1401n 1601. o
Rectenwkr TispJTifstp. ItecMngufer Rep/Rtarp7. Rectonawer hetY7dur9• Reetenpul4r Trep7Rletl9. RegsngWor 734oRrlen& Reclangider TmplTdsny Rec1enpuler TropiTdan¢ Red�pUm TreplTdetp. Flatmguler TnpRderp. 6
Ix2x.125 ldadbg Loe0n0 LoeQn9 Losdn9 loedg LoadingLoadingLoadn9 Losdn9 leadn9 Loadlny Losdng Losdu9 Losd+v lowing loeAg Loading Loading oxn V
Alum.Tube �. �, �' .�' �. �. •- E,
Mullion N
Z � m
-- �4fi 1111.0 408 129.6 332 03.2-408--115.6 325 70.9 408 107.E 321 69.9 408 104A 319 62.1 408 104.0 319 65.9 405 104.0 319 40.6 408 104.0 319 39.9 403 104.0 319 36.0 408 104.0 319 0
J LU
46In 74.0 312 83.8 253 62-4 312 73.4 252 53.5 312 67.0 249 46.8 312 63.2 248 41A 312 61.3 244 37.5 312 81.0 244 312 312 61.0 244 2e.8 312 61.0 244 23.4 312 91.0 214
60.628In 63.9 281 70.6 234 632 281 61.5 228 45.6 281 65.7 224 39.9 261 S11 222 36.6 281 W.1 220 31.9 281 49.3 219 26.6 281 49.3 218 22.9 281 49.3 210 20.0 261 49.3 219 a
{, 54 m 52.0 247 57.5 207 43.9 241 40.5 202 37.6 247 44.0 199 32.9 247 41.5 190 20.2 247 39A 104 28.3 247 36.4 183 21.9 247 35.1 103 18.6 247 38A 103 16.4 247 Al 103 m a O
b M
C Go In 38A 200 412 170 32.0 200 35A 166 27.4 200 31.5 163 24.0 200 26.9 160 21.3 200 27.1 169 192 200 25.9 157 16.0 200 25.0 IN � � j
87 b 33.1 161 36.3 155 27.8 181 70,5 151 23.7 181 ffi.9 fog 20.7 16f 24.5 148 18.4 f81 22.6 144 16.0 181 21.7 143 j
9 88N 78.8 165 30.6 142 24.0 166 ffi,1 W9 20.6 165 23.1 138 18.0 185 21.0 134 Z �� r°
721n 222 139 2A3 120 18.5 139 19.9 118 16.9 139 17.5 118CL
2.-- W
76In 15.0 125 107 f09 is.? 725 18.9 107 .=.1 Z
Ten 17.5 118 18.2 161 a J
Z � Q a o
TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Q � Z o
AnchorCe acl Table be ~ C ao
ANCHOR CAP,,,,,,,,, LO
6ubstmte 2.7k Concrete 38M oono. Mum CMU JE
PT Wood Meld (DPm)X( )=ANCHOR CAP.,,,
MULLION CAP.,,o,,,,,
6tf8'Eko 114'66 Eko IV78'Elcuw 91091ed #1281ed #126tce1 W
Arrclwr Type 3118`Eko UlUseon 1//'Eko U0ree0n 3116'Eko UlUecon 1/1'Eko Ulbecan X
Anchor Clip PattOmf Ulvxon Atq/eOetar UtuOoonr scew(Os)strew(G5) screw(O5) USE THIS FORMULA TO OBTAIN THE"ANCHOR O.' X � N
Edge CUtence(hl I' 2-t12' 1• 2-1/2' 3.1/6• t• 2-trJ' 1• 2.12' 21 3-f!e` 0.4e• g.5d• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Q
Embednenl 1-314' 1.314• I-V4' 1.V4' 21 1-114' 1.114• 1.114• 1•tf4° 1.14' 1.114• 1318• 1-=* modes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anohwc@4.75°M3i O.C./StmNad orOlsel Cllp(Fig.ty 390 ksPWIA
450C. Mlbs 1644 m3 2701bs 280 We 3541bs 740M 3741oe 664ths 3411b3 4421b3 5601b3 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arkna4 01.IV Min.O.C.I skdwd(or0eset)cup ft.zk 460Ibe WA WA wA WA 380 fln WA WA WA NIA682It 885Im 1120 be CAPACITY(FROM THE TABLE]OF THE SELECTED
4 Anchors®3`Min.OX,1(2)ASAn&Clips l ft.37 780 Ms 880 fw 1560lbs 18961bs 510 @3 6801bs WA 760109 7481m 6BOIbe 8821b3 BBS I W 1120109 MULLION.IT WILL YIELD q MINIMUM ANCHOR WO 402
2 Anciam®OAS Mn O.O.f U421p,hto.125'Alum.(Fq.41 WA WA WA WA WA WA WA WA WA WA WA NIA 7f5 as CAPACITY WHICH MAY BE USED TO QUALIFY
1 Atictari F-C9p(Flg ji. 1051. 225 M 4451bs 822lot 135IM 1401M 1771b3 370 M 187 W3 3321M 1709u 2211tn 2601ba ADDITIONAL ANCHOR OPTIONS FROM THE
ZAnolkla 1.15`MIn.O.CJFCIbIFIp•8Y• 2401b3 5s WA WA WA WA 1901b3 WA WA WA WA 341ft 4421W 660fOs ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES:
ISED
1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. PRODUCT RB thft
• • ) 03complyingwilhdteFlttri84
SEE SHEETS 2-1 FOR GENERAL INSTALLATION METHODS. -y 1.000' )�- Building Colo
Aceeptauea rVO -OW
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16ROPENING WIDTHS IS ALLOWABLE. r E ti De1e
FIGURE 3: I By
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Miami a ltodutt
Fe 0 -1 F I HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000'
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED IN PAIRS. .126' ��\\\ L`(NN 491 7j�iJ
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ((F
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C40.WOOD SHALL BE PRESSURE-TREATED \`�.j9,••'GENg2 R '�
FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125, '�� �` '•,err
THICK.STEEL STUDS 70 BE A MINIMUM GRADE 33 AND.045.7HICK(18 GAUGE).STRUCTURAL STEEL 70 BE AT 1°X 2•X.126•MULLION �.
®' LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _5<; No.58706
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18.6 S.S.OR 410 S.S.
St TEOf � Z�
:CiOC•.,FLOFa\lit^
A.e .• ��.
'YW Mf 4 4\-
A. YNMI $
FL P.E.#68705
i
TABLE 2A -
Mull(onCapacity Table Obal9 n
Opening Wltllh(for vertically-sparWng mtAlorts)or Opening Height(for hDd2Ame➢y-apellring mu6lons) �
601n 60In TO In 80 in 00In 1DO In 1201n 140In 160 in
ReMnpuW I TmpM.V Recla i TrapTdsng. ReolonguWr 71WTeer9. R«lanl9Wec Tw7dang. Reclargular TrWTdeng. Rectangular Tmpffril Rectul Thaprrdang, Rec(enal4oc TmpMerg. Reclongulm ThpTdi n
1 x 2 x.376 Leading Loading Loading loading Loading Loading Loading Loading Iaaa irg trg Loading l Loading Loading loading Loading Lmmg Loading Leading 6'
Alum Tube
Mullion --0--
--- - - -421n- 170.01 620 170.0 435 1151.31 662 1170.0 478 120.7 OW T10.0 6011 113.E 692 1W.5 518 100.9 682 1611.9 617 90.8 662 ll 617 75.7 662 168.0 1 1 64.9 602 18a8 517 66.7 662 leas 617 0 F
481. 121.8 507 130.0 419 101,4 507 ill 410 08.0 W7 108.7 403 76.0 W7 102.6 399 67.6 W7 89.6 397 Me 6W Me 396 50.7 W1 99.0 396 43.4 507 99.0 398 38.0 507 99.0 396 J _ -LLU
Mill 103,7 45W 114.0 319 al 450 99.0 371 74.1 455 90.5 364 64.6 456 848 360 67.0 456 81.3 857 61.8 456 80.0 356 432 456 80.0 3% 37.0 456 80.0 358 374 456 Me 3% (L' �
541n M4 400 93.3 330 71.2 400 Me we 81.0 400 72.7 322 514 400 67.3 316 47.6 400 84.0 315 42.7 400 62.3 314 3a8 400 61.0 M3 30.6 400 ace 313 2a7 400 61.8 313 W O 0
In M I-
60N 11 324 88.9 270 61.9 324 67.6 270 44.5. n4 51.2 254 31 324 4a9 260 34.6 324 43.9 257 31.1 3M 42.0 255 28.0 324 40.5 253 X40.525M3.5 253 19.5 324 4a5 253 � lG031n 63.9 204 61.4 262 44.8 294 492 248 38.4 294 43.0 241 me 204 39.0 237 20.9 294 37.1 234 28.0 2N 35.2 232 224 294 33.6 230 .4 23D 10.8 294 33.423D
c �� 4aB 260 49.1i 230 30.0 280 42.4 225 33.4 266 37.5 221 29.2 258 341 21S 20.0 288 31.8 21s 23.4 260 29.6 212 19.5 268 28.0 210 .7 209 14.6 268 27.720BZ721n 38.0 225 37.9 196 30A 226 32.2 191 25.T 225 28.4 168 Z26 225 266 183 21 225 23.6 182 1a0 225 221 180 %0 225 20.3 177 0 176 11.3 225 19.6 178 781n 30.0 292 320 177 265 2.02 27.2 173 21.9 202 218 170 19.2 202 21.6 187 17.0 202 19.7 1B5 163 202 ta4 1&i 128 202 18.7 lea .8 150 9.8 202 768 159 781. 2a3 10 29.0 106 23.8 192 25.1 11 202 192 22.0 182 17.7 192 19.7 159 15.7 192 18.1 157 74.2 192 198 155 11.8 19¢ 15.2 162 .4 15D 8.g 192 142 150 Q J .p
801n 18.5 144 19,0 123 16.4 144 let 128 I- � `-
e01n 162 127 15.6 113 Z Q 01 p
Q 2 N
N Mom$~
TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: �
AnchorColdaDBY Table Ibs ANCHOR CAP.,,a, W X
6unttmta 2.7k Concrete 3.5k Cam. HoOow CMU Fitts CMU PT Wood 74eW1 (DP)X( )o ANCHOR CAP.,,,, D=' Y X
5116•Elw 114'88 Elco S18•i VV 88 l #10 steel 512 6INI 012 Btce! MULLION CAP.,,e„••, I!• N (n 4q
AnoMr type: 3118•Etm OOrecon tit•Fho Ulfrocon O/t6•Eho u0mcon fa'Elco UBacan X
Anther Clip Patterns UlUecon Aggmi Inca= AMeOdW acnw(M)ficmw(o5) S4mw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR U Q
Edge Diatom ony. r 2-Vr r 24rr wire• 1• 2-V21 1• 2-trr r 3•lir 2• D.40' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN (L Z y �
EmBodment(m fora• 1-Lt• taro• tea• r t•u4• t-v4• 1•V4• 1-vr 1.v4• t-V4• r laid• Tare• veMa ACTUAL PRESSURE REQUIREMENT FOR THE �_- O sp
2Aalmm®4.7s•Mkn.O.C./BtaWrd orOdeet l2lp(Fg.1): 390 mt 38D 9m 450 nos 890W 1614%3 270m3 230 IN 3541oe 740IM 3741os 604 to, 8401bs 3411bd 4421at $60 as OPENING,WHEN IT IS LOWER THAN THE MULLION �0°tl'
4 Arched®1.15•Min.O.C.19landard(or OrtsoO C9p(Fig.2): 480 bs Ill W WA Wq NIA WA 300 to WA NIA WA WA WA 682 P. w5 rot 1120Il CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Awl C 3•Min.11(2)2x5Angla Copt I(Fig.3L 70D bs 70D ms 880 too 15W tot 1891 t63 $401t 580 ms WA 76016s 740IW 880 IN 1892 9n 6821s W5 ms H201s MULLION.IT WILL YIELD A MIN[MUM ANCHOR
2 Anchom 0OAV Min.O.C.I11401P,We.125'Alum.(Fg.4): WA WA WA WA WA WA WA WA NIA WA NIA WA WA WA 7/5Im CAPACITY WHICH MAY BE USED TO QUALIFY
1 Anchor I F43ip IN.1 195 die 195 ma 2251Dt 4451a 8221W 135 ms 140 ms 1771os 370 ms tBi IDs 332 ma 479169 17010 221 IW 260 Ds ADDITIONAL ANCHOR OPTIONS FROM THE
2 An�M @UP Mln.O.CJ F-0 (Fig.67 240 m3 3501s WA WA WA WA 193 mt WA NIA N!A WA WA 3I7IW 4421oe 56D 1t ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVLSBD
• • • • a1 mmplying With do Fll add
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Belldinca
g Code
.--•.I r.., A ante N0 •O •D�
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' Euplr�eVDn Dale /�pAy(
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By
FIGURE Miami lromtcT
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23, F
2.000' III t
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I `\��tt�Op1( LYNN q��e
ANGLE CLIP MUST BE USED IN PAIRS. SUBSTRATES:CONCRETE SHALL
. L <��•' yVCENSF `F•Q
CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 376' Q
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED T�' No.68705 FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126' '
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.376•MULLION _
Oil • THE MATERIAL.#'10 8#12 ANCHO SIN O WOOD MAY BE STEEL,HORS INTO METAL SHALL 8.8 B.S.OR 410 AT LEAST
.S.CREW THREADS BEYOND JO,,•�,A Q rC F6LEASTA
AND
A.Gil MILLEF2,P.E.
-= FL P.E.#58705
TABLE 3A p§
Mullion Capacity Table iibsejo �
Opening Width(for%er8caiy-spanning mWlors)or Opening Height(for h0dzontaly-spam inn md0orts)
so In 60in 701n 801n 901. 100In 120in 140In too in
1X2.76X Raelerpular Ta7d91eng. Rectengau Trap1111oig. Reclengaar TreyJMmg ReUenpder TreplTdmO• Rectangular 71eprTderg. ReotengUar Traplihery} Rectangular TrelJ7derrg. ReclengWer TrnpRdsn9. ReehngNer Trspl7den9. ja
Loading L Ilml Loafing lnaan9 loading L ft L-dng Loafing Loading Loading Loaang Loafing loed'ag losdng Loading Locoing Loearp Loadrlg oY
.378 Alum.
Tube ,. fg,-MuIllo
't4L� TIM.
R1 41115 0 11
211 11 if 1111 n if 'n 11 Isl if 42111
--- - 42N- 170.0 020 170.0 435- Ina 744 17oo 478 VaO BOB 110.0 508 170.0 992 170.0 619 170.0 1116 170.0 521 1790 1240 170.0 621 148.7 1301 I70.0 621 127.5 1301 170.0 521 111.E 1301 170.0 621 � _ LU
4BIn 170.0 708 170.0 624 170.0 650 170.0 684 170.0 9B2 170.0 830 170.0 1133 170.0 661 151A 1139 170.0 8>'I 138.0 1139 170.0 860 113,9 1139 170.0 860 87.8 1139 170.0 880 BSA 1139 170.0 BBO
J W
50A25M 110.0 747 170.0 663 170.0 696 170.0 a31 167.6 1032 170.0 604 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.0 1032 170.0 758 83.9 1032 170.0 755 73A 1032 170.0 756
64In 170.0 797 170.0 612 161.3 907 170.0 691 1362 907 104.7 730 120.9 907 162.5 72D 107.5 907 14S96A 907 141.1 710 80.0 907 140.0 Tat 69.1 B07 140.0 709 B0.6 BOT 1l0.0 70B OP
801n ICA 735 151.5 US 117A 735 00.3 Oil Ifte 735 116.0 699 03.2 7S5 1082 ago 78.4 735 70.5 735 95.1 578 58A 735 01.6 BT4 50.4 735 91.0 674 44.1 735 91.6 674
63 N 121.9 866 130.0 570 101.6 ON 111.E 567 87.0 668 98.9 547 762 666 90.1 M 67.7 BOB 60,9 ON 79.5 528 50.8 668 78.8 l 43.6 ON 75.6 621 38A BOB 75.6 6 I V ••-I
{
= 68N 108.0 607 1124 522 08.3 807 96.1 Sit 75.7 BO7 Me 501 68.2 Bar 71.1 493 58.9 607 63.0 Bar 07.8 481 41.2 007 63.4 478 37.9 80T 627 474 33.1 B07 62.7 474 Z W� m
S 72 N 81.6 510 85.8 443 68.0 510 73.0 411 5B.3 t0 64.3 426 51.0 510 67.9 419 45.4 Ste 40.6 610 50.0 406 34.0 510 45.9 402 29.2 StO 44.4 399 25.6 510 44.3 399 2 .
76N 6BA 456 72.6 400 57.8 458 01.7 392 48.0 455 54.1 3B3 43.4 15B 40.8 'J78 J0.8 460 J4.7 458 41.8 388 28.8 ISB 37.7 W2 24.8 455 MO 359 21.1 456 35.7 J56 = J z
TO In 64.2 435 8/.0 361 53.6 435 56.0 373 45.9 435 49.5 386 4DA 435 44.1 360 36.7 435 32.1 435 30.1 351 26.0 435 34*4 344 22.9 435 32.6 341 20.1 435 32.2 340
BON 41.0 327 4J.1 290 M.0 327 30.4 285 20.9 321 31A 280 Z8.1 327 283 276 131 327 13.7 271 20.9 327 23.7 tad 17.4 327 21.0 282 14A 327 19.3 268 Z 40 ¢ N O
96 N X34.435A 267 28.7 267 20.8 262 24.e 287 28.0 216 21.6 2B7 23.1 241 19.1 2B7 20.9 240 17.2 207 19.3 237 14A 207 18.9 232 1-'• cotog in 206 20.2 227 20.0 201 17.3 227 18.0 188 16.1 221 10.0 195 N )(1 9 1111n 104 15.0 215 i0.1 191 10.8 215 16.6 166
720N 187 N rn (()
TABLE 3B V X Q �'
ANCHOR CAPACITY ADJUSTMENT FORMULA; d T Z (0/) 0
Ali bar Ce acl Table Ib9 ANCHORCAP.,,e,,,_ �_ O
BoMbete: 2.7kConcrefe 3.5kcom. Ho80wCMU Filed CMU PTwooa Merit (DP,)X( )=ANCHOR CAP.,,, ,� lY�
6116'Eko 114'88FJc0 N18'Eteo 1/4'88Eke 6f0stool {f281ed 6f2sled MULLION CAP.,,,•,,,,
Anchor Clip Patterns 6Andorn'�' 3/18'Eko l01rae4n 11/'EIoo UIlreCai tgt-. 31t0•Ebo ula000n 1141 Eke UWaom AggreGater Moen AggteGator Screw
Screw(GS1 serew(c15) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edg%Olslame(N): 11 2•I/2' 1 t• 1 2.117 3.1/8' 1• 2-02• r I 2-Irr 2' 3.11o' 2' 0.48• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedaail N): 1.3ra I.314• I V4• IaN• 21 1414• F.A
1.114• M14• I•Ife 1.114• 2- 1a18• rare• woes ACTUAL PRESSURE REQUIREMENT FOR THE
2Ambon494.75-Mh O.C/etendud"COM ap(Ftg.t7 390bs J80 ba 450 baJMM044 IM 2101ba 354 bs 140 Be 3741bs 6041M 046 bs 341 bs 4421ba lKA lbs OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anabas®1.16•Min.O.C./smrWam(aObeO CYO(Fq.2F 4B0IDs lODIM WAWA WA WA wA WA WA WA tGt IM BB5IM 1120ba CAPACITY(FROM THE TABLE)OF THE SELECTED
4 AnChM0 •MUL O.C-/(2)2r5 Any%Qios f n.4 76016s Teo bs 6B0Na8_na 540 be Wq 7602. 746lbs Bw lbs tSBzlw Baz ros ee5lbe ttal be MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Anohas®0.45'Min.0.0,I UCal%Nto.1251 Akin.(Fig.4): WA WA WAwA WA WA WA WA WA WA WA 41A 715 Wa CAPACITY WHiCH MAY BE USED TO QUALIFY
1 AraMrl F4;lip(Fig.57 195 ra 1051ba 225®a22 b% 135Ibs 1771M 3701Ds iB71M 3321M 473Iba t70 tba 221 Ibs xso lbs ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors 4g t,15-Min.O.C7 FCup(Fq.6): 240 bs 3501bs WAWA WA WA WA WA WA WA 3N bs M21M wo bs ANCHOR CAPACITY TABLE
NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. �\CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
�LeJJ PRODUCTR8VIS6D
0 c0midyin6will Ih6Flarms
Building Code 6-0 Z•I$.
FIGURE 1: FIGURE 2: TABLE NOTES: Aecepaucc No l
• • • • -j 1.000• f- BxpirationDate 202(
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. BY �( 'i
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi tL do Product Control
FIGURE 3; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \\\\tte'( LYNr\1
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750• C\,�•"
• • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L
ANGLE CLIP MUST BE USED IN PAIRS. �'• No.56705 '�'t
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED
FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-TREATED 375' p•, rJ �1/ (1
YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' f1 '•• -/Y 6 C 1!/
• • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL TO BEAT U :/ F
1'X2.75'X.375'MULLION •.,�LOR10P'.•' L�`
• • • LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � C2`�
THE MATERIAL.J)10&412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL tss/r 5
p�
/a!4Y .5, P.E.
_ - _- a #,88705
TABLE 4A
Mullion Capacity Table baRt2 ® Rax
Opaning Widdt(for 19recaW spardrig mWlons)or Opening Height(for hadzot11ally apardrig mUfions) ^
50in 601n 70In so in Win 1DON 120in 1401n 160in OS
R. Guar 71epRderg. ReclwWar 7toA'M-Q. Raclart0u0v 71epTlerg. Raclanplar TrapTdanO. Ro0longWar Try✓TdOng. Reclmgdor 7IapR0erg. RaclengWar Tre1Ja{up. Rooluguler Trep/Tderg. Re01mr8.dm 7)eMdarp. �d �
1x2.76x LWIRM loading Loading Loading Loading Loading Loadrg taeding Loading Loading Loading Loading Leading Loading Loading Loading Loading Loadng pxd u.660 Alum li
Tuba
Mullion
z L
4210 170.01 SM 170.0 435 170.0 744 170.0 478 170.0 gas 170.0 500 170.0 992 170.0 519 170.0 1118 1708 521 170.0 1240 170.0 521 170.0 14M 170.0 521 15D.7 1820 170.0 521 130.8 182a 1T0.0 521 J W
48N 170.0 708 170.0 524 170.0 090 170.0 584 170.0 B92 III
170,0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 650 1411 1417 170.0 660 121.5 107 170.0 BBO 100.3 1417 170.0 660
80.025In 770.0 747 170.0 563 1T0.0 680 170.0 83l 170.0 7046 170.0 881 170.0 1195 770.0 723 1826 1286 170.0 747 146.3 1288 170.0 7W 121.9 1280 MR 756 104.6 1288 170,0 750 81A 1288 170.0 750 W O 0
641n 170,0 707 170.0 612 170.0 956 110.0 891 170.0 Ills 170.O 754 150.7 1130 170.0 603 133.0 I= 170.0 037 120.0 1130 170.0 056 1005 1130 170.0 a81 8e.1 1130 170.0 661 75.3 1130 170.0 001 co O H
60in 170.0 685 170.0 701 746.E 916 182.3 701 125.5 915 144.5 746 109.9 015 132.3 735 01.6 915 123.9 726 07.9 915 110.5 120 73.2 915 IMA 715 82.8 015 114.4 715 54.9 916 114A 715 O
J
63N 151.0 830 101.8 710 12e.6 W0 178.9 601 108.5 630 1272 801 84.0 890 1/22 870 e4.4 830 104.6 i162 75.8 670 98.4 850 83.3 830 94.5 610 64.2 030 84.1 SSD ITA 830 91.1 &D V
H 081n 132.1 767 140.0 650 1111.0 757 110.0 SW OU 757 105.9 024 825 75T 90.1 014 73.4 767 N.1 400 68.0 757 042 600 65.0 767 70.0 $93 472 767 70.2 691 41.3 767 782 591 Z LU� � �
j 121n 101.7 838 1068 552 64.5 M8 91.0 640 72.7 638 WA 630 a38 039 7Z2 521 $0.5 630 60.6 514 60.9 me 023 508 42.4 036 572 500 342 638 55.7 497 31B 070 55.2 497 � ��� W
76N 80.5 571 80.4 490 72.1 571 70,5 408 9. 571 61.4 479 54.1 571 098 471 40.0 671 6S.6 484 43.2 571 $1.8 459 36.0 571 47.0 45f 30.0 571 44.8 447 27.0 671 44.5 446 ¢ Z
< t}
70N 80,0 542 8l4 474 60.7 542 708 465 57.1 542 62.1 456 5MO 542 55.7 440 44.4 642 51.0 442 40.0 542 47.5 437 33.3 542 42.9 428 26.6 5/2 40A 425 25.0 54 40.1 423 H ¢ C
go I. 521 407 53.7 301 43A 407 15.4 355 372 407 39.0 340 32.6 407 35.3 343 2&9 407 32.1 370 29.0 407 29.8 334 21.7 407 20.1 327 10.0 407 24.1 322 10.3 4D7 23.0 319 fir) Z
I 40 °D O
08N 429 358 44.1 320 35.6 350 37.2 314 3D.7 358 32.4 309 20.8 356 28.6 304 23.6 350 25.1 3W 21.6 350 24.0 290 17,8 358 21.0 2M M.3 VA 19.2 244 co X-$ Og<
Main 30.1 283 30.5 255 25.1 283 25.0 251 21.6 283 226 247 WO 283 10.0 244 10.7 283 1&0 240 15.1 203 16.6 237 W U)�`/j S
f 111n 27.8 267 28.3 242 23.1 267 23.8 Z3B 10.6 2B7 21,11 231 17.3 .7 11.3 231 16A 267 10.5 228 N
12D In 22.0 229 22.3 20B 18.3 220 1$8 20S Ts.7 229 16.2 202 Q X Q O Q
TABLE 48 ANCHOR CAPACITY ADJUSTMENT FORMULA: d < Z m0 y
Anchor Ca 5cl Table be CAP..,,.) � ��
Bubelralo: 27k Co.re19 35k Coro. Holm rmu Filled CMU PTW00d Meltl (DP„�)X( )=ANCHOR CAP.k, tt
JIVIAIVA
Eke 1/4'85 Elm 61IV Elco 1/4'88 Eko #10 Sleel 812 etoel 012 Sleet MULLION CAP.,,c,,,,,, 8�
AnChorClip Petteme AmhoTypa. 3116'Eko Ultmcon 114'Ekro Maconan 3n6'Eko UlBoeon 1r1'EIw Ulhecm ApgreGelor UOreeon AgpeOtlo Semw(OS)6omN(05) suaYr(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge Ohtence(ink 1' 24rr 1' 21a' 1' 24W 1' 2-11r 2° 3-v8' r 0.40' 0.64' 0.324° CAPACITY REQUIRED'CORRESPONDING TO AN
EmOcdnenl M): 1ar4- 1-WE 1-314- t ' 1-IW MA' 1.1/4- 1-V4- 1.114- 1.1/4' V tale' tare' tedet ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anchors 0 4.75'Mtn.O.C.I8lendanl a Olrtel alp(Fig.Ik 390 mt 390 Me 450%$ 0 W3 270 0n 260 Me 354 Fn 740IIA 3741te 064 IW 946Ibt 341 Pot 442Ibe Wo mt OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anchme®1.15 Min. 1818ndUd(a 09401)C8p(Fig.2k 480 W 700 Me WA A WA 38016e WA WA WA WA WA 6821bt 8851 1120 roe CAPACITY(FROM THE TABLE)OF THE SELECTED
4 NOW;C W O.C.Min O.C./(2)2t5 Angle 01ps I(Fig.3k 7601D9 780lba NO bS 15 58 540 M 580 Me WA 760IDe 748 the am 9>s 1.2. 6821D9 1120 D3 MULLION.IT WILL YIELD A MINIMUM ANCHOR
2 Amholc®0.4Y Min.O.C.MCIO.lnm•125•Alum.(Fig.4k WA WA Wn A WA WA WA WA WA WA WAWA 716g» CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ana.I FCIp(Flo.5k 195 fee 195Ibe 225 gm 41W 135 Wa 1401% I711ba 310 Me leT toe 392tb9 473 tbs fT0 tbb 221 mo 280 fDa ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchae 401.15'Min.O.CI FCOp ffb.61: 240 ka 3501ee WA A WA Isom WA WA WA WA WA 341 Iba 4421b0 660 Pot ANCHOR CAPACITY TABLE
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PAIDOUC7'REVISED
as cumplyin6 with I W Flo"
Building Cock *-q)aL&-cx3
FIGURE 1: FIGURE 2: TABLE NOTES: ACceplaoc0 No
-1 1.000- � Expire lon Dalc )4 Oa l
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By""w
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750° Q���.•••41CrNSF •'•F')'
Fe • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 1 •. .�T
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 650" :.D•- rVir
•;L=_
FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '1 [(,
11
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33AND,045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 'O'er '•.,F<ORID ••' ��`
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t°X 2.75'X.650°MULUON '�CC i .......... C9
THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL,18-8 S•S.OR 410 S.S.
I rr III 11111t11
A.LYNN MILLER,P.E.
- =_- FL P.E•#58705
TABLE 5A
Mullion Ca eo Table Ihe/Rr W x
Opening Width(for wnticatf)•-spartnirtg mUfiorll)or Openln0 H61ght(tor h0dzonta*"Vemirg Mullions) C
501n 60 in 701n so in go 1. 100 it t20 in 1401n too In ygt
Rocfmpgm TmprM-V. Rectangular I pownierg. Reclwatior Tlaplldarg, Motengular Tteprrdaag, Rocta tler TmWliiaq. Redant;W-r TmpTdog, Rect°rgular TrWfflang. Rectengider Treprrdnq, lteetanguter 7lap/Tdit,% Q
1"x3.125"x (oeft Wading Imdng Loading Loading Loading Loa* Loading 11
Loafing Wading Loafing Leafing Wading Wadng Loa" LoadinD Loading Wadng 2! O
.500"Alum a y y LL
Tube Mug $ nqq a y z F$_ a zgp _ _ r� A_To`
�� h
c3 �� N1191 1 H � m�c ae ad �a a� a a a fo s xG W
42In- 170.0 SM 170.0 435 170.0 744 170.0 478 170.0 US 170.0 508 170.0 892 170.0 610 170.0 1116 170.0 521 170.0 1240 170,0 521 f70.0 14d3 170.0 621 170.0 1Yl5 170.0 621 154.4 1802 17a0 521 J W
40 In 171X0 708 170.0 5Z{ 170.0 GM 170.0 5H 170.0 B92 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 BBO 157.7 1577 170.0 830 135.1 1577 170.0 NO 1t32 15-R 170.0 ON 2
b0.826 In 170.0 747 170.0 501 170A 698 170.0 631 170.0 1046 IMO 664 1T0,0 1195 170.0 723 170.0 1345 iTMO 747 170.0 1494 170.0 7W 141.7 1495 170.0 756 121.5 1405 170.0 758 100.3 1495 M0.0 750 W O jq in
54 it 170.0 707 170.0 a12 170.0 9MM 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 SM 168.1 1401 170.0 337 140.5 1401 170.0 SW 124.4 1401 170.0 861 106.8 1401 170.0 881 93A 1401 170.0 601 m C3 )-
4o
801n 170.0 885 170.0 701 170.0 1003 170.0 797 155b 1150 170.0 878 138.7 1158 107.0 923 123.3 I15a 160.6 B17 111.0 1158 149.7 910 02.6 t166 144.5 ➢03 79.3 11W 144,5 M 69.4 glad 144.8 9m H < J
J
671n fT0.0 930 170.0 745 IS0.6 1049 170.0 650 137.0 1049 155.5 834 119.6 1049 141.7 646 100.5 1049 132.0 438 05.9 1049 125.5 628 70.9 1049 119.3 020 60.5 1049 110,0 ale 59,9 1040 116.8 a19 � rh 7
BB In 186.8 D55 170.0 789 idO.D Bars 151.3 301 110.1 055 137.7 786 1042 055 121.4 775 020 955 112.6 785 83.4 gas 10a4 767 69.6 055 99.8 749 59.0 955 88.7 744 521 GM 98.7 746 Z W m
° 721n 11.341 134.9 697 1DT.0 6W 114.9 1182 91.8 OOS 101.1 670 80.3 5M 91.2 659 71.4 303 53.9 049 64.2 m3 78,6 642 53.6 6=m 722 632 45.9 803 69.6 On 40.1 803 69.7 W7 4.
J
Tam t 1t4.1 e2e 91.0 721 eTD ete 76,0 m es.t eos 41e,3 721 la.s a.s doa 721 70.1 sae 54.e 7zr es,4 57e 45,5 721 ae.4 5e9 3e.o Tzt se.e sa 34.1 721 se.f 683 J z
Q j v
781n { 1054 599 B{2 83{ 88.4 58T 722 6a{ 70A 576 m.t BB1 70A Sol 55.1 834 64.4 558 50,5 86{ 58,8 551 42.1 a8{ 54.1 541 36.1 BB1 51,3 638 31.9 681 50.6 53/ Z Q G
00 it 67.0 4S0 64.0 611 a7.3 440 47,0 114 50,0 440 41,1 514 4{,6 133 &614 427 929 614 37.3 421 27.{ 61{ $3.0 412 23,6 614 30.4 Io3 20,8 a14 2B.0 403 10 Z C
98N 55.7 404 45.2 452 170 3A3 3a.7 (52 40.8 380 33,9 <S2 36.4 381 27,1 452 302 373 228 452 286 365 f0A 452 242 358 ta9 452 226 33S rA X
1081n 38.9 322 31.7 357 327 W7 27.2 357 23A 312 23.5 357 25.2 308 1111n8 35.830a 20.2 338 30.1 301 25.0 338 26.1 ZBS 119 330 231 292 N120fnB 20.2 263 23.1 2d9 23.7 23B 19.6 269 20.a 236 173 2d9 t3.1 252 24B t3.B 238 14.9 248 11.6 2de 12.8 210 8.g 238 r1.4 218 6.7 289 tD.4 232 U X Q O O
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: O. Z m0:.Anchor Co ei Table([be) � �No
ANCHOR CAP.,,o,,,_Suteuate 2.>kOmrtle 35k Cone. Harlow CMU Fdied CMU PiWoed Mod (DP_)X( )=ANCHOR CAP.,,, � -3
&19 E1co !74
EIc0 611EElco V4`SSFJt0 wl0blee 012SWO e123tea MULLION CAP„�,,,,,,
AnchorType 3'1G EIco Udrbcon 114`Elco Urmcon 3.16•Etco UOmcon thr Ele Uftwon
AnehorCllp Pattems u3mcon elor ubacan AggreGator Screw(05)Svew(O5) Scroalc5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge 011faree pnX V 2.11r 1• 2-vr 3-10 1• 2-VT r 2-vr 3.1/8• r 0.40• OA4• 0,324• CAPACITY REQUIRED"CORRESPONDING TO AN
Emrcanet n gap` 1a14• taro• i-Ohr 2• VVV 1-va• 1•114• 1- • 1-v4' r I.M. fate• vales ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anoron 47T MIA O.C.I StarnaiD at Gael Cep gag 7X 9m IDe 300 to 450 MS 800 Its 1644103 a70Be 2mms 361105 7401Ins 66410s -6 ras Mg an wwa wob OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Archers®1.15•Mn O.C.I statmm(atf18e1)clp 919 2F 4m bs im thv NIA WA NIA Hu 3m as NIA WA WA WA 6e22s Bey ere 1120 Vz CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Arcrors 4g 3'M8L O.C./(2)2a5 Angle Cbe I(Fla 3X 78010s 780 Me FBO ms lean ma lane its 640b3 Sm Ia+ HIA 760Ilas am Me 1892 wo rh2ms Mao 1120 its MULLION.IT WILL YIELD MINIMUM ANCHOR
O Arcroo®O.dS`Mh1.O.C.I U-C9p,Into.125`Alum. 4X NIA WA NIA WA N/A NIA WA NIA WA WA WA NIA WA 1073 es CAPACITY WHICH MAY BE USED TO QUALIFY
1 Arclor/FC1p(Rg.SX fa1®1 trams 213 w N51m BZz too 1sa De 1401as 177 M 3701031 332 tie 473(ro t706a 221 is m0 0a ADDITIONAL ANCHOR OPTIONS FROM THE
2 Anchors®I T3art O.CJ F4;l p6XD» dim its NIA WA NIA WA 1901M NIA WA W4 WA 341 Ws 4--- 560IW ANCHOR CAPACITY TABLE.
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FRODUCI'RRVISED
as comply%cOLh the P101t�1
f••t.000`�1 Bullahrg Code
FIGURE I: FIGURE 2: TABLE NOTES: AeanmlNa(G-b2)8•�2l
B Irat on Dale
cqx
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. g7
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Mi Dodo PtOduet-
1�11IIII111/
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
FIGURE3: 3.725' ��1�Ota�•.... .. •(((4C.I�ii
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \ '��.•''�1G[NSF '• 'P �i
FHOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q�: �Ir
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. y; ��•50705
ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •�0'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED � Q 1�7•.' 7/\
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-TB AND BE A MINIMUM OF A 26'
• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT II V X,26 MULLION)ULION ''V" •.F O(R10P•'•Gam?\D��--rfITI�� LEAST. THICK AND A96.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1- i <<
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. �Ji7S�S'/� A\,�`��•�
1
A.7lY{ItJIMILLER,P.E.
- I FL P.E.#56705
TABLE 6A
R�v
MutOon Capacity Table(1691R2)
OpeningWidth(favereca sperdrgmtNons)OrOpeningHeight(forhorl2Om9y7-sp9Mngmullolls) 0
601n 601n TO In to h1 901n 100 In 1201n 140In ISO In OLL
Recte1ww 1111IM n0. Reuanpldar nap7dan9• Root-ow 71apg6ang. ReO.V9m TrapRdary} Recfan0ufu TrapRNa w. ReumgUu Thprmug. Rootenpulor 71e1J91anp. Reclengdsr MwTdang. PxIw ular 71eplTdu4
11c414.125 faadurp Wadrp lnedn8 LnadnO l9adrg Loadn9 Lsadnp LoeGmO Loadtnp laedrm L05dn9 Loafing l0adnp lnadr49 Loadn9 l.oadn9 loadnp Loadrp oho. O
IUum.Tube
MUIBon � �q �^ �g^ � to
42 if z �L 1�-
---- 421a- 170.0 620 170.01 430 1170.0 -744 170.0 478 170.0 863 170.0 NO 170.0 M 1170.01 SID 170.0 1118 170.0 621 170.0 1240 170.0 621 1170.0 14M 170.0 521 145.8 1469 170.0 62t 127.6 1489 00.0 621 I _ `LJ
46N 170.0 708 110.0 524 170.0 850 170.0 064 170.0 GM 170.0 030 170.0 1133 170.0 661 11D.0 1278 170.0 677 150.3 13M 170.0 6W 130.3 13M 170.0 650 111.7 1303 170.0 600 07.T I= 170.0 6W
50,628In f70.0 747 t70Ai 583 170.0 698 170.01 631 1 V0.0 1040 170.01 W4 170.0 1195 170.0 723 156.1 I= 170.0 747 140,5 1235 170.0 760 117A 1235 170.0 756 SODA 1236 170.0 756 87A 1235 170.0 758 to
64In 170.0 797 170.0 S/2 I70.0 956 170.0 891 170.0 1116 170.0 754 154A 1158 170.0 003 1J72 1168 170.0 037 123.E 1158 170.0 050 192.9 1166 170,0 0B1 582 1160 170.0 601 772 1166 170.0 0B1 m p c)
601n 170.0 BB5 170.0 701 168.7 W42 170.0 707 142.0 1042 ISIA 832 125,1 1042 145.7 510 111.2 JD42 136.6 001 100.0 1042 1302 781 8&4 1042 125.1 782 71.5 1D42 125.1 782 62.5 1042 12&1 782 (O J
631n 170.0 930 170.0 745 151.2 992 161.E 519 129.E 092 144.4 799 1134 M 131.0 782 100.0 992 121.4 765 00.7 982 114.0 758 75.6 092 108.4 745 64.0 992 f05.0 744 55,7 992 108.0 7M
651n 165A 947 170.0 789 137.5 90 1110 788 116,1 947 130.3 756 103A 947 117.7 752 01.9 047 10&7 738 017 947 102.2 727 65.9 047 95.1 713 59.1 047 04.0 711 51.7 947 94.0 711 Z rn ggg6
72In 135.9 $49 147.7 737 1132 649 121.6 722 97.0 549 10&9 706 54.9 549 90A 696 7&6 80 68.7 668 67.0 849 M7 075 56.6 $49 76.3 669 46.6 649 72.6 652 42.6 $49 72.4 651 W
761n 11&5 782 12&7 665 08.3 762 102.6 652 82.6 702 00.0 640 722 762 60.9 029 642 762 74.2 GM 07.8 782 69.2 013 40.1 762 62.8 602 41.3 762 59.9 697 3&I 782 69A 605 j �
Q Z 781n IWO 724 111.4 634 69.0 724 04.6 621 76.3 724 82.9 609 60.0 724 74.4 5" 69A 724 68.1 691 53.4 724 63.4 603 44.5 724 67.3 673 382 724 64.3 W7 33A 724 63.5 665
90In 69.0 643 71.8 483 58.9 50 60.7 474 42.7 50 62A 466 43.5 543 47.1 458 38.0 543 42.8 452 34.8 643 Z444620.0 34.9 436 21.6 543 32.1 430 21.7 643 W.7 4289a In 57.3 476 60.8 127 47.0 476 49,7119 40.9 470 432 412 35,8 415 3&6 408 31.8 475 31.0 400 20.7 476 25.1 386 20.6 t70 27.0 360 179 470 21.2 3/5 I- �SON 40.3 377 41.1 341 33.5 J77 34.4 3M 26.0 377 30.0 330 26.2 377 28.6 326 22A 377 24.0 321 20.1 377 iB.O 310 14.4 S17 17.1 304 � P1Ill In 37.1 357 37.0 1123 90.9 J57 31.5 J15 266 357 27.4 313 23.2 351 1M 309 20.6 357 22A 305 18.5 357 7 17A 281 )( Y
1.In 20.3 305 29.6 279 24.5 S00 Mi 274 21.0 JOB 21.7 270 18.7 308 192 287 18.3 JOB 17.3 283 N 0n
x
144 In 17.0 212 17.2 1 106 V Q O O
z
TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: g ����
Anchor Ca 5cl Table fibs) ANCHOR CAP.,,,,,,,,, - '4'
SW4Imta 2.7k C=rele 3.5k Cores, Ho409 Ck4U FAdCMU Prvbm "of (DP)X( ANCHOR CAP.,,,
SHB'Ek0 114'89 Ek0 511600. 1l4'89 Eko 910 6tod 912 8leol •12 aled MULLION CAP.,•,,,,„,
AnchorC11pP9ll5me AnchaTlPa 3/18'EkoUltmcan 1WEkoUlVacm NU. WSWEkoUruwon 114"EkoUincon Aggm for Wrocon A9ploGalor Scmv(05)Scmv(65) Suc41G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Up peW"on) 1• 2.11P 1' 2-1FY 3•lfw r 2.1tr I" 2-4W r 3.48" 2- DAV 0.5V OX4' CAPACITY REQUIRED'CORRESPONDING TO AN
Embedment(in). 1.3(4• t314" 1.314' 1-314' 2' f-1W 1414. 1•14' f-71' 1.1N' 1.114' r tsra 14V wdes ACTUAL PRESSURE REQUIREMENT FOR THE
2 Anehme 6'9 4.76'MN.O.C./sland•d a aural Up(Fq.152X 390 M 390 M 450 Ws 69D M 1644 Ibs 270163 2801b► M 740 W4 374 rot 664 ma 948 M 341 IN 4421m M OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arnhm a 2.25"Mtn.O.C.I6landmd(or06eef)Up ffp.3X 700 0s 705 M SBO M moms 952 M WA 56DIbs WA We" WA 5001bs WA 682 Ws US 1� 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED
aAnchm0IA•Min.O.C.I6lmdmd(of OMell CBS,(Fig.4k 960W5 1400Ib3 WA WA WA WA 7601bs WA WA WA WA f6A 1383Wo 1710Ws 2240M MULLION.IT WILL YIELD A MINIMUM ANCHOR
4 Anelwa 3'A9n O.C.1 T212s5An9W aq5/fflp.5k 780 M 7801be 080 M 15601b3 1096 M 540 M 56D Ib5 WA 760 W5 748lbs 000lbe 1892lbs 682 M3 US Ib5 1120 M CAPACITY WHICH MAY BE USED TO QUALIFY
eA Ch019®3'Mn.O.C.IT!)2s5AtpkCJp51(Flp.e): 11701M 1170IM I020Ws 2340lbs 2844M 810M 640lbe WA 1140Iba 1122M 1320f� 2B38M 1022M 132111,3 IWO ADDITIONAL ANCHOR OPTIONSFROMTHE
4 AW)WM Q OAKIZO.C./NIP,nl0./25'AUm.(Fig.7X WA WA WA WA WA WA WA WA WA WA WA WA WA N1A 1430M ANCHOR CAPACITY
2 Anchom 402.25-Mrn.O.CJ F421p ff1p.6). 350M 350lba 200IN 705M 478M WA 28016a WA 315M WA 4401bs WA 341M W. 6801b5 PRODUC7'REV)SED
4 Amhom 1.15•M6L O.CJ F{71D ffip.9X 480 We 700 Ms WA WA NIA N/A 3801b5 WA WA WA NIA WA 082 M W5Ib5 1120 M 09 Domplylus with Oho F ed&
L000' Bullding C de
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. '� Aceeptanm No &21$,
Bxp)mt(on Date /��(
TABLE NOTES: 0
FIGURE I: FIOURE2: FIGURE 3: FIGURE 4: FIGURES: FIGURE9: Mleml doprodu T
• • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE `v111 IS'�TT!jJ
• • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
gi
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE, ��.•''4�C[Ngc'•�FQ '�
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" = r'` No.68'/06 •�{
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&FIGURES SHOW
FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. TIM
f�4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -AE F
• • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C&SO.WOOD SHALL BE PRESSURE-TREATED YELLOW •125" %�'f` ''•,!(OR1OP,.•' ����
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.125'THICK STEEL <C
• • STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK
(
ANGLE CLIP FIGURES 5&8)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL A10& 1'X 4"X.125' J) 1 1
p12 ANCHORS INTO WOOD MAY 8E STEEL,18 a S,S.OR 410 S.S. MULLION A.LYNN MILER,P.E.
- - FL RE.#68706
TABLE 7A -
MulllonCa 9D1 Table I4aftt=
Opening ft(for verlically-spanning mt9ons)or Opening Height(for horlmordaly-spannIng mufflons) �d �
50 In 60 in 701n 801. DO In too in 1201n 1401n 160 in toy9tyoyo94CCCC O
11e4X.376 RBCIoNd 7rn T"12. Reetan2War TroplTdono Roclmguler Tnp7Tdan2. Ree"Wer TtopRlong. Rectangular TwPTdang. Reatan2Wsr h4pfRlwg, ltecW&ar TrepfUng. Reot-a*W Tmoftng. Rxt.ZOW T-9mog. Tp
Alum.Tuba Loadng Losding Loading LWMng loading loedg Loafing Losing Loading Looding 'loading Lowing Lowing loading Loemn2 Losdirg Loadig Loadng Qo�
Mullion
z �
--- - - 421n- 170.0 We 170.0 435 170,0 -744- 170.0 475 170.0 am 170.0 508 170.0 02 170.0 619 170.0 lilt 17D.0 621 170.0 17A0 170.0 621 170.0 1488 170.0 621 170.0 1733 170.0 62f 17D.0 1883 170.0 621 O _ W
461n 170,0 708 170.0 524 170.0 550 170.0 584 170.0 OR 170.0 030 170.0 1133 170.0 661 170.0 1276 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 19a1 f70.0 680 161.8 =4 170.0 800
50.625In 170.0 747 170.0 W3 170.0 698 t70.9 631 170.0 1040 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 756 170,0 1793 170.0 750 IWO 1919 170.0 750 130.E 1819 170.0 768
3 0
641n 170.0 797 170.0 012 170.0 856 170.0 ON 170.0 lilt 170.0 764 170.0 1275 170.0 No 170.0 1434 170.0 837 170.0 1594 170.0 858 169.9 1709 170.0 Sol [38.6
1709 170.0 661 120.0 1700 170.0 e8i W C3
801n 170,0 B85 170.0 701 1T0.0 1063 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 944 170.0 IS% 170.0 990 155.6 1010 170.0 1033 120.8 1619 170.0 1063 1019 170.0 1063 W.2 1619 170.0 f063 J
531n 170,0 930 170,0 745 170.0 1110 170,0 850 17D.0 1302 170.0 040 170,D 468 170.0 1015 158.7 f642 170.0 1070 141.0 iU2 170.0 1122 117.E 1642 165.6 1158 1642 187.8 1151 89.1 1542 107.9 1157 �
S BB In 170.0 974 170.0 769 170.0 1169 170.0 BD3 170.0 13M 170.0 1002 180.6 1472 170.0 1088 142.0 1472 165.5 1145 120.E 1472 168.E 1130 107.1 1472 147.0 1106 1472 140.0 1104 60.3 1472 146.0 1104 (q Z
721n 17D.0 1053 170.0 870 170.9 1275 170.0 to09 150,a 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 105.8 1320 128.E 1049 83.0 1320 f17.0 1024 1320 112.E 1013 68.0 1320 1f2.5 1012 I�j
76In 17D,0 1122 170.0 837 140.8 11B4 i69.4 f013 12a2 1194 139.9 991 112.2 1164 120.T IL
078 99.7 1784 115.3 964 69,8 1164 107,3 952 7/.6 1104 07.6 B35 1184 93.1 B27 Sat 1104 B23 825 J Z
781n I6a1 1121 170.0 087 138,4 1124 147.0 965 118.8 1124 128.0 947 103,8 1124 115.6 031 02.3 1121 INN 918 030 1124 95.6 806 89.2 1124 0.0 He 1124 64.3 Sol 51.9 1124 83.2 676 'Q -j
Sol- 106A 044 111.E 760 MI 044 04.3 736 77.2 8M t2.1 724 67.6 044 73.3 712 60A 644 60.5 702 64.0 W 61A 693 46.0 sN 64.2 678 BU 50.0 668 33.8 641 47.7 662 Z001n 60.1 742 91.5 663 74.2 742 77.2 652 03.6 742 67.2 641 557 7{2 69t att 196 742 6�16224.672 49.8 614 37.1 742 43.6 600074239.8 $90 27.8 742 37.6 584 ry 00.oloth 62.6 US 83R $30 62.1 fi86 63.6 621 44.7 668 46.0 513 39.1 688 41.4 50! 34.8 606 37.J 408 JL3 600 J1.2 482 28.1 600 28.6 481 . 472 1B.6 588 24.7 460 CM 111 h 67A 543 68.8 603 40.0 635 48A 495 4f.2 655 429 487 38.0 655 J6.0 fB0 320 fi8S 34.2 173 288 S35 31.3 467 24.0 05 27.1 457 20.6 448 1&0 Sr5 22.4 442 � X1201n 45.6 475 48.4 433 30.D 476 39.0 420 32.6 476 37.7 420 28,5 475 29.8 {t{ 28.3 476 28.8 409 22.0 476 24.6 404 19.0 475 21.1 305 18.3 387 14.3 476 17.2 3a1
1441n 26.4 330 20.7 305 22.0 330 22.4 301 10.D Me t9.3 2W 18.6 J3D 17.0 283 V K
TABLE 7B 49 ANCHOR CAPACITY ADJUSTMENT FORMULA: g $5 A
Anchor Capacity Table mS�
Bubalrate: 2.7X Cow d. 3.6k Cone. HotowfY.tU FWcd CAlll PT~ Metal (b P,)X(ANCHOR CAP.,,o,,,,,} ANCHOR CAP,,,,
AnchorTypa 311V EkoU tenon 1/4-Eko Ulb con Sr1"Eko 3/18•Eko Ult-on 114'Eko Ulimcon 114.88 Eke 5/16•Elco 114.68 Goo 6tO 6feel N*Sleel 812 Sled MULLION CAP,,,e,,,",
Anchor Clip PattOm• Ultracon A2po0atw 1,13mcon AgooGalor Screw(a!)Scmr(65) Scmw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge daltnce(by: 1' 2-Ire 1" 2.1w 3.11V 1' 2AIr 1" 2.12• 2• 3.119• 2• 0.40• 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN
Embedm•d(a): 1a/4" 1.3141 talc 1-314• 2' INV 1.1N• f-W 1-IN" 1.1N' 1•fJ4• 2" 1a78• 13'6• laden ACTUAL PRESSURE REQUIREMENT FOR THE
2Anclkm®4.17MIn.O.C./slarama or Olbet Clq lF19,182k 3 At 390 PoS 150 Wa BDO IDs 18491bs 270ig 2601W 354 ks 740IM 374 lbs 6641b4 No M3 3411be 442lbs 560•s OPENING,WHEN IT IS LOWER THAN THE MULLION
4 AncnasQ22T Mh O,C./stmdad(ororer)C8p(Fb.3): 7OD4ba 700IDs 590 RM 1410Ibe 952@a WA 5601b3 WA 6301ba WA 660lbs WA 682W BBSIbs 1120 PA CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anctam 0I-IV Min.O.C./81eMard(°r O95e)Up(Fla.4k Dooms 140DIbe WA WA WA WA 7001b4 WA WA WA WA WA 1363Ito 117olm 2240Dm MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Artcrom4p 7•Min.O,C,/(2)2s6Argle Cbpa/(F1p,5). 78Dlbe 760Ibt 680 Jos 1180lbs 1 1696 r-1 940lbs 5601bs I WA 7801. 746lba NOlba 1B921ba 1152 Pot es51ba I 112o on CAPACITY WHICH MAY BE USED TO QUALIFY
6Anchom 0 3•Min O.C./(2)243 AtgIa flips I(Ff2.0) 11T0IW 11701M 10201bs M4D Ws 28141ba B10 ks 840lbs WA 11401b, 1122 ma 13201ba 2a1B IDS 102210t 1327Too 1080IW ADDITIONAL ANCHOR OPTIONS FROM THE
4 Anchors 4)10AW Mtn,O.C./U42Ip,Inlo.125'Aknn.(Fp.7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1170 oo ANCHOR CAPACITY TABLE.
2Arwhms 4p 2.25'Mkr.O.CJ F421p(Fq.0); 350 me 3501bs 290 IM 7050t 470 ft N/A 260lbs WA 315lbt WA 1901ba WA 3411Da 442lbs 1 6601bs PRODUCE REVISGD
4 Anchaa 61.15"Mtn.O.CJ F4'4IA .B} 480 Its TOD U WA WA I WA I WA I 380lbs I WA I WA I WA I WA I WA I002 0a 6B51D5 1 1120lbs 1 as comp1y108 with sho Pllnid9
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Building
Code
--•� 1.062' f- -y 1.000' t--- AeeeplerrR No 16-021821
0 punt'a Dote
TABLE NOTES: B
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
0 h0dublhoduo(
• • • • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �`� ON`l LYNN g1141,J��,,
• • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE =�C •j
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000" 4.000"
"' ' No,60706
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ll�•�,=-
FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '0- (�� U
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE •••. �( C 0�6 Cll`
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE (� •�
•.rCOR101'.•'' C•�
• • 6063-T5 AND BE A MINIMUM OF,126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" ,375" .375' i �� •'�\ �`�
THICK(IIIGAUGE).STRUCTURALSTEELTOBEATLEAST.125"THICKANDA36.ALLANCHORS �JrJ�SS/(T�.f�1�L G.�
ANGLE CLIP(FIGURES 5&8)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 1'X O X.375' l"X 4'X.375'� A.LS'NN�MILLE'I�,P.E.
ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION
- FL P.E.#58705
TABLE BA
Mullion Ca act Table Ibs w gag 'Ft
Opening Width(for vartc*-spard mulons)orOpenIng Haight(for holzordally-spardrig nuitflons)
50 N 801. 701n W In so]. t W in 1201n 1401n 160 in
1.26"% RaclatgWar 7rep/7datt9. R.Manguler llgMang. Rectangular TNLYTdwg. Recterigular TmWrian0. Rectettghr TNp/nlang. RectmWar TNpl6lang. RftW Wer 7rWnlanii. RecNngWer TNpfllfeng. Rectangular Tnprilfeng. 0
1.2 6"% Lowing LoaQnO Loading Loading Loaft Loading Loading Weang Loading Loafing Loading Loading Loading Loading Wadnip Ldadf g loading Wading oZ, U
3.18
J!86"Alum �� $$', l$'
T.I.Mull
cla
g g z �
------ - -- -421n.- 170.01 GM 170.0 435 170.0-744_-170.0 47a 170.0 I am 170.0 I 5w 170.0 S92 V0.01 610 1170.0 Ilia 170.0 $21 170.0 1240 170.0 521 170.01 1483 170.0 621 170.0 1735 170.0 521 15t.6 1769 170.0 "1 _ E
J
481. 170LU
.0 706 170.0 521 170.0 660 1T0.0 5tN 170.0 992 170.0 030 170,0 1133 170.0 WI t70.0 1275 170.0 677 170.0 1417 170.0 680 154.5 1549 170.0 BBD 1327 150 1T0.0 680 118.1 1646 170.0 680
50.6251. 170A 747 170.0 503 170.0 996 170,0 631 170.0 1046 170.0 694 170,0 1195 170.0 723 170.0 1345 170.0 741 167,0 1458 170.0 7W 139.2 1488 170.0 768 119.3 1468 110.0 756 104.4 1468 170.0 TW
641n 170.0 797 170.0 612 170.0 0% 170.0 691 170.0 1110 1T0.0 764 170.0 1273 170.0 M3 IMI 1376 170.0 837 146.0 1376 t70.0 856 122.3 ITM 1-10.0 051 104.6 1378 170.0 661 91.7 1376 170.0 861 m N C3
Wlrt 110,0 55S 170.0 701 170.0 iW3 170.0 797 150.9 1156 170.0 87a 139.0 1168 167.4 030 IZL8 1f66 156.3 BIB 111.2 1150 150.0 012 02.7 1150 144.6 WS 79.4 116a 144.0 905 69.6 1158 144.8 906 W t0 J
831n 170.0 WO 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 a82 120.1 1051 1420 845 100.7 1051 132.3 e37 90.1 1051 125.7 630 60.1 1051 119.5 022 66.8 1051 118.1 621 80.0 1051 110.1 a21
ri-
68 187.1 067 170.0 789 139.3 057 161.6 SM 119.4 057 134.0 700 INN 657 121.6 777 92.0 057 112.8 767 63.6 057 108.6 759 69.8 957 100.0 760 59.7 057 a89 748 52.2 951 98.9 748 z
721n 128.7 804 135.2 608 107.3 6D4 116.2 654 91.9 6% 101.3 871 60.4 504 91.4 660 71.5 W4 64.1 850 64.4 904 70.6 643 63.6 604 72.3 633 46.0 604 69.0 829 40.2 604 69.8 628 • W
761n 109.4 722 t14A 00 91.2 722 972 91e 70.2 722 85.3 606 68A 722 70.7 5% 60A 722 7D.3 68B 54.7 722 65.5 560 45.0 722 69.5 570 39.1 722 56.7 US 34.2 722 562 604 Z
75In 101.2 685 105.8 600 54.4 885 69.0 U8 72.3 05 78.5 677 63.3 605 70.6 W8 68.2 685 54.5 560 60.6 BB5 60.1 693 422 6W 64.3 543 362 665 61A 537 31.0 685 60.7 536 1. N 7
00 in 65.9 VS 68.0 457 SU 516 57.5 440 47.1 515 50.f 441 M-2 615 44.7 434 30.6 116 40.8 426 33.0 515 37A 422 27.6 515 33.1 413 23.5 516 30.6 407 20A 515 29.1 404 � ¢
X Z CV �-
061n 6/.3 453 65.8 404 45A 453 47.1 387 36.6 457 {1.0 3B1 33.0 453 39A 385 302 453 33.0 370 27.2 4S] 30A 374 22,8 453 20.0 3W IBA 453 21.3 380 17.0 453 22.9 356 yo o
106in 30.1 358 39.0 323 31.8 358 32.6 318 27.2 358 20A 313 23.6 3W 262 308 21.2 36B 227 304 19.1 358 20A 300 15.0 356 1e.0 203 N `0
M _ _
111 N 35.1 336 35.8 308 29.3 336 30.1 301 26.1 33B 28.1 2W 22D 338 232 293 19.6 316 20.0 289 17.0 376 10,1 265 a x y y
120In 27.8 290 28.3 254 23.2 200 23.0 260 19.9 2W 20.6 266 17A 290 162 263 ISA 290 10A 2/9 E'• rn N
144In 16.1 201 la's tab Q,N Q Q
U) tyry
TABLE 88 g m0-x
ANCHOR CAPACITY ADJUSTMENT FORMULA: $ � �
Anchorl5kCa acl Table Iba ANCHOR CAP,,,,°,„,.
Su0e1N16 27aCotclNe 35kCmc. H00oa(YAU FDedCMU pTWma Mtltl (Dt;W)X( )=ANCHORCAP.,,,
t916•Elco 1/4'SSElce tills EJto U4'SSEIC0 #1DSted #1261eet #1291ee1 MULLION'CAP.,:,,_)
.,,",,,
AnchorC3lpPettem6 Ancnorrype 3I1eEtcoUaoctn u4•EkoullNcon Wrimon 3ltcocou6recm 1/CEI000AMOn « UttNcm A��tlQ actt:a(G6)aelctr(a5) sclarN+7 USE THIS FORMULA TO OBTAIN THE°ANCHOR
Edge patame0n) 11 2.112' 1• 2-lir 3-lAr 1° 2-112' 1 1° 2-11r r 34fa' 2' 0.48• 0,6C 0324• CAPACITY REQUIRED'CORRESPONDING TO AN
Enbednan n 14f4• 15R' 1414' 1-S'4• r 1-114° t4/4- t-vd• 1.1hr 1-114- fold' r 1-38• ts'e' vanes ACTUAL PRESSURE REQUIREMENT FOR THE
2AnnoN94.76'curt 0.0.1 slamaa aOGet cop ptg 1) 9W IDs 390 too 45093 WOta 1641194 210 wa 2eo Ias 354619 7401to 374 Ws 664w Mato 341 Ws 44210a 550 Ito OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arcnora 1.15•AthO.QISuncamina6n)Cep(ng2i 48Dms 7m e, WA WA WA NIA 35o®a MIA WA NIA WA WA 682MS 665fos 172Da6 CAPACITY(FROM THE TABLE)OF THE SELECTED
dA10Mrs®9'MIn.O.O.l CQ 2t5 Angb tips/(Rq 3) 780 Ds 7e0 to 6W I05 15M W6 INSMS 54DWS 66Dibs NfA 76DIba 748 Ws eW HIS IB02 as 6020n 855 ft 112DWa MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Anron®0.45'M1n.0.4/UCH In1o.12P A1ufn(Flb 4) N/A WA WA WA NIA WA WA WA WA WA WA WA NIA WA 143D Wa CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ant110f1 F-Co(Fig.4 195 Its 1Ba be 215 M M6 Ws 822 bs 135IDs 1401ta 1771bs 3701ba 187 Ws 3321a9 473 W1 170 b3 221 Ice 280 m ADDITIONAL ANCHOR OPTIONS FROM THE
2 AM"01.1P Mlrt O.CJ FCU (R06) 2A0 Ws S50 We WA WA NIA NIA iW ba NIA WA N/A WA WA 341 WS 442 W6 560 Wa ANCHOR CAPACITY TABLE. PRODUCT REVISED
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as cemPlyin6 with Yw Find&
FIGURE I: FIGURE 2: I•�1,260'-�I AcceptaBncoN �a 216-o3
TABLE NOTES: Qh-mwDlat-, -F4bZ1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLA77ON METHODS. o Pm&ct
tll lllllf IVVI
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,���pN( LYNN,}q/�
FIGURE 3: \. ,\% •.,CF
3.
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ? .•'�10ENSF •. Q
SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
CLIP MUST
BE MUSED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. 285' ` 7't: No.58705
IN PAIRS. -
4)SUBSTRATES:CONCRETE SHAD-CONFORM TO AC1301 SPEGFICATIONS,HOLLOW AND - I
.GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE 6: -0 S° (.,(•; ( �
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE T :/�)•�. S,1110.
• 8083-T6 AND BE A MINIMUM OF.126°THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND : �r-.'•.F(OR10�':••'•(j��:'
• 045,THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25'X 3.188•X 285"MULLION S
• ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1f4-VF MULLON) �'///C�ONA1..
• #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN IMII!1I1 P.E.
FL P.E,#58705
TABLE 9A
Mullion Capacity Table IIII&V) 8
Opening Width(fmverUca1V5ps m)ng mullon6)or Opening Height(for horlantey-ep9ming mWYoro)
501n so In TO In 60 M Bob IOOIO I20 b. I 140In ISO h �
R4<Ieaprier TlapRdenO Reelengdar TraplTdnnp. Raclangular Trap7Tdang. Racleapuler Tre0760g. Real.-A. Tnpfi4ail. Reetmouk, Tapnid a. R.I.M", Tap/ra a. Reelenpdnr Map/rdeng. Raelorgider Tn/0lerg. of o
7.21ix 0' IAA Load9g Loading Loedhg Lowim Laldn9 Leering toedfn0 Laedag Laid" taedhg t04dat9 Laadn9 Leering FF
z,100 fib toedhg Loodiq lmdag t°a'.BRp
Alum.Tuba
1.
y yg � � � gg p� O � y�' � � N x�
d i 8 4 81 §11 11 1.1 8 1 d8 4.1- 21 S 3 Z Z ins-•
421. 170.0 J 820 1170,0 436 170.0 744 170.01 478 110.0 869 170.0 SM 170.0 082 170.0 519 1 Ma 1118 V0.0 521 153.3 t118 170.0 521 1127.7 1111i 170.0 521 (09.51 1118 170.0 621 95.81 Me 1 170.01 521 Q H
48In MO 709 170.0 $24 170.0 $50 170.0 584 107.8 016 MUD100 140.7 978 1700 551 130A 018 170.0 677 117.3 978 170.0 880 07.8 070 170.0 880 03.0 076 170.0 Sao 733 076 1T0.0 No J ui
W
P114
170A 747 170.0 663 170.0 896 170.0 831 150.7 99 170.0 684 131.9 927 180.5 700 117.2,922 159.1 699 105.5 927 150.3 696 87.9 927 1%3 695 75A 921 156.3 60 65.9 027 166.3 605
170.0 701 170.0 012 154.6 869 I
91 132.E B69 153.9 663 115,E 889 141.6 SM f03.0 868 134.0 660 M.T 869 120.8 654 T7.3 660 128.8 652 66.2 869 12&6 852 67.9BBB 1288 85Y O Q143.2 748 163.8 634 110.4 746 20 102.3 748 117.8 603 69.6 748 1D7.6 599 79.8 748 101.0 592 71.6 748 06.8 597 59.T 74093368351.2 748 23.3 a&1 44.0 746 03.3123,7 877 1J20 5T9 103.1 877 68 88.4 B71 100.1 35a 77.3 B77 91,4 646 68.7 877 65.2 639 8/.0 677 61.0 671 81.8 817 77,0 629 M.2 0T1 78,7 a29 J8.7 877 78.7 510 h-. ( --1
107.8 017 1143 510 89.7 617 19 79.9 617 88.3 BOO 07,3 617 78.3 5D0 59A 617 72,8 494 13.1 017 86.7 489 44.6 Oil 64.4 q83 38.4 417 63.7 482 33.6 617 63.7 462 82.9 518 87.1 450 69.1 6t6 440 59.2 618 65.2 432 51.8 518 68A 425 40.1 618 54.2 419 41A 510 507 414 34.6 618 48A 408 29.0 616 45.0 405 25.0 518 45.0 406 ZU) a a
70.5 465 73.7 4D0 5&7 465 338 50.3 465 51.9 J80 44.1 465 49.4 3M 39.2 465 45.3 379 35.2 465 42.2 374 20.4 405 36.3 98l 15.2 465 38.6 364 22.0 465 3&2 3&3 j � W
76 In 65.2 441 88.o 387 54.3 441 311 48.6 Alit 60.6 372 40.E 441 45A 388 36.2 441 41.8 380 32.8 441 352 356 27.2 441 24.0 349 23.3 441 33.1 346 20.4 441 32.7 345 Z
WIa 42.4 332 43.6 295 35.4 332 2BB 30.3 332 1 201 28.6 312 28.8 28D 2JA 332 26.1 270 21.2 332 24.1 272 17.7 332 21.3 268 16.2 an 1D.B 282 13.3 332 1&7 260 Q
BBM 35.0 2B1 35.0 280 29.1 2D1 25B 26.0 2B12e4 262 2f.9 2B1 73,6 24B IBA 281 Y1,3 T44 17.6 28i 19.5 241 N.e 2B1 17.1 238 12.6 281 15A 292 ZO Q21A 230 2&1 208 20.5 230 205 17.6 230 la.3 201 i&4 210 1&2 1BB XIDZ1111n 22A 218 2&1 107 1&9 210 19/ 18.2 218 1&B 197 14,1 218 14.8 IBB ( Ngi120h 17,9 187 182 RO 14.9 157 167 w s
a: X X Y
U N Q C 0
a z m to
TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 90
Anchor Capacity Table Ibe �t�
Bdb4tud.: 2.7k Cmcrote ul,Cane. Ho6owcMU Filled CMU PT Wood Maki ANCHOR CAP.,,•,,,,,,, i 1'8w
(DP)X( )=ANCHOR CAP.,,,
511V Elm N7461bi
5f18•Eke 1108811110 910 Steel 012 Steal $12 Steel MULLION CAP.,,,,,,,,,
Arctror7yw: e/ta•Elm Uttmcon UAl•Eke lA9aon 3l18•Eke UQreOon 11P Eke Nheeon USE THIS FORMULA TO OBTAIN THE•ANCHOR
Anchor Cllp Patterns Urtrenan Malacca Aggreoef0l SCW(W)Semr(05) SMW(05)
Edge Dklafeegny 1• 2.112• IN z-llr 3.1/8• 1• 2-Ire 1• 2•I/r3.116' r GAr 0.54• D.324 CAPACITY REQUIRED"CORRESPONDING TO AN
Emhidamt(i 144• I Y4' 1.N4• iJl4' r 1.1/4' 1-114• 1.1/4• 1-f/1• f-u4' r f-316• I.9I8• 10d57 ACTUAL PRESSURE REQUIREMENT FOR THE
2 Amhm04.75•Mh.O.C.16IWW d a 0116et M[Fig.IR 390 In 3901bk 450 b6 8901b6 1644 In 210 R. 28D to 3541b5 740lb$ 564W 940IW 341 be 442IW 1be OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Aaatrne®S.IS'MIn.O,C.1 standard(a06seq pM(Fig.2) 480 m 700IDa WA WA ILIA WA 380 b9 WA NIA WA WA 8821W BB51Ds t720 Ds CAPACITY(FROM THE TABLE)OF THE SELECTED
4AxhmQ3•MIn.O.O.I(2)2c6 Ar4le Clpel(FIp.3y 700 Re 78D fba 680 W3 15601bD 19901ba 54o be 580%3 WA 780IW 680 bs 1892 Rm 682 be 8651W 11201Da MULLION.IT WILL YIELD A MINIMUM ANCHOR
3 Alkbaa 4D OS4•A9n.QC./U42p,Into.700-Akrm.(Flp.4y WA WA WA WA NIA WA WA WA NIA WA WAWA 050 bs CAPACITY WHICH MAY BE USED TO QUALIFY
1 Ahw I F-pp(Fig.5); 195 R* I051ba 2251be 4451W OUft 135We40ba to lha 3701be 3321De n31ba nolba nlibe 2901Da ADDITIONAL ANCHOR OPTIONS FROM THE
han 1.15'Mh.O.al F-pp Flo.6: 240 be 350 ba wA Wq WA WA ISO tW WA NIA I WA WA 311 be 4-be 5BOlm ANCHOR CAPACITY TABLE. PRODUCT REVISED
W complying with the Florida
FIGURE 1: FIGURE2: 1.250• Ac�xa$a Tlo
• • • • TABLE NOTES: 16-02I9"CS
pirationDale O'Z!
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By
ON LOADING,SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. MI de r10d001
III
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, `��� a.( L 1 1/�ii
FIGURE3: YNN� f0,..•.........
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.260r
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7�' No,Ci8705 _
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND -_
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL • z
100• Q,
FIGURE 4: FIGURE 5: FIGURE 6: "O ((I
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE "•� S'A!:C'1` �.
• 6063-T5 AND SEA MINIMUM OF.100•THICK,STEEL STUDS TO BEA MINIMUM GRADE 33AND
.045-THICK(180AUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL '�'�� •'•.FLORID?'••'('�`��
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25 X3.2 1�
ON
#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR410 S.S.
• A.LYNP4 MILLER,P.E.
FL P.E.#58705
TABLE 10A ® r ^ -
MIRIIonCapacity Table ObellP) 2t
Opening Width(rorverlicelysparding mWions)orOpening Height(rbrhafizxmW2yspsn0ing nunons) re- a
solo 60In 70In 80 in 90 in Min 120 in 140In 150 in
126 x 326 RxtargW. Trap9'riasp. Rd3anpdd Yisp/rdarg. RatlanpWd TrayrdwV. RacIvVIw Tnprri V. Recuvg�dar Tn fian R-I War Tr tO
Loa&np Loadirg loadarp LOWisp Lced' Laadio Id & d+9 aMrun9 R4 WI&t Tnprdaap. RacranpWu TmpTdanp. Replangdar Tr-K'Wg. 11ni
x•62{ by g aMg I...6ng L.Ing Loadag Loafing Load-ng Loafing Laadng Lading Lno&ng Loafing Laadinp 92, Q
Alum.Tube .. ,. ,. •8 ��. g £ 4 9 i� A x B �-. � P - k 5... E .S ET 6 LL
Mullion �� a �� fis cyy�. HI
�• gtri
' S S� e i •Q a 9"� $ IF '�b ' •s , $Ste a �a �� �a �a S� �a � a �a :9 #E - �a 2 �a E 'ta :m 8a s� 8a >1� �a � Ya o �& �a z "� y
------ - --421n--1T0.0 620 170.0 435 170.0 744- 1T0.0 475 170.0 NO 170.0 506 1700 992 170.0 BID 170.0 11t$ 170.0 621 170.0 1240 170A 621 170.0 14M 170.0 521 110.0 1735 V0.0 621 170.0 1983 Val) 621 �
401. 110.0 708 170.0 624 170.0 650 170.0 5% 170.0 992 170.0 631 170.0 1133 170.0 661 170.0 127E 170.0 677 17D.0 1417 170.0 wo 17010 1700 170.0 660 Ise.? 1979 1700 680 145.6 1979 170.0 600
5062E in 110.0 747 170.0 963 170A 096 170.0 631 170A 101E 170.0 684 170A 119S 170.0 723 170.0 1345 MA 747 170.0 1494 170.0 756 170,0 1703 170.0 766 162.6 1877 170.0 766 133.5 10" 110.0 766 5 0'b 1n
641n 110.0 797 170.0 612 170.0 956 V0.0 691 170.0 111E 170,0 764 170.0 1276 170.0 003 170-0 1414 170.0 037 170.0 1594 170.0 856 166A 1769 V0.0 e61 134.1 1759 170.0 061 117.3 1769 170.0 961 131 O
m C) F
601n 1/0.0 885 woo 701 170.0 1 663 110.0 797 170.0 1240 179.0 070 170.0 1417 170.0 914 161.1 1511 170.0 996 t45.0 1611 170.0 1033 120,6 1511 I10.0 1063 23.6 1611 170.0 106) 90.6 1511 170.0 IDS) U m J
631n 110.01 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 150.6 1370 170.0 1016 139.2 1370 17DA 1076 U5.3 1310 164.0 1052 1D0.4 1370 165.9 1072 89.6 1370 155.3 1070 783 1370 165.3 1070 1L J
66in 170.0 974 170.0 7e9 170.0 1169 va.o 903 MIA 1248 ODD 1002 1362 1248 158.6 1013 121.1 1248 147.1 1000 t09.9 WS 139.0 089 90.6 1246 130.4 978 77.6 1249 129.0 976 ESA 12A5 129.0 979 � �
c 721. t67.6 1019 INN 978 139.9 1049 16D2 1392 119.9 f049 02A 875 f041 1D19 119.1 860 932 1049 109.7 849 93.9 1049 102.7 038 699 1D49 94.3 925 69.9 1D49 912 820 62A 1049 91.1 820 ?
J z g T61n 1421 %1 119.1 B22 1169 %1 126.8 805 f01.9 %1 1112 791 e92 9/1 f00.0 771 79.3 %1 91J 766 71.4 %1 85.5 757 595 911 7/.6, 741 61.0 %1 74.0 73l I4.6 %1 73.3 736
5 Min 132-0 594 137.6 703 110.0 694 116.9 767 %3 0% 102A 763 82.E 8% 91.9 740 73.3 894 NA 730 66.0 991 78.3 721 65.0 894 70.7 707 47.1 8% 67.0 101 41.3 8% 66.1 690 Q � Z
a-
901n 15.9 611 BBJ 696 11.8 671 74.9 655 61A 671 65.3 575 517 611 65.2 fi66 47.7 671 52.9 668 43.0 671 48.6 651 -1 671 43.t 639 30.7 671 39.7 531 26.9 671 37.9 626 c Q m
961n 70.8 690 tt.8 527 68.0 590 61.4 510 60.E 590 53.4 60g 11.3 6B0 47.E 6D2 39.3 590 43.0 4% 35.1 590 39,E 151 29.5 650 %.7 417 253 690 ltb 469 221 590 29.8 1% N O
1051n 19.7 dfi6 60.8 421 41A 466 42.6 414 35.E 466 77.t 105 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 321 20.T 466 23.5 3B2 17.8 466 212 375 15.5 166 19.6 370 rq LO
1111, 45,1 441 45.7 100382 "1 39.3 397 32.7 441 3l.1 367 2e.6 441 30.2 382 26A 441 272 376 22.9 441 24.9 372 19.1 441 21.6 363 I6.4 441 193 366 14.3 441 V.8 351 W 1nj
1201n 363 378 36! 3d4302 378 31.0 339 25.9 3. 268 .4 227 378 23.7 329 20.1 370 21.7 326 161 37B 19.5 321 15,1 318 16.7 314 X
144 Ln 21.0 262 21.2 2421175 262 17.0 239 15.0 262 15.3 Es
N
a Z O O
TABLE JOB ANCHOR CAPACITY ADJUSTMENT FORMULA;
kalra ��
AnchorCepadryT6blepbe) ANCHOR CAP,,,,,,.
bl [0 2.7kOOrerete 36xco�p. NOooWCMU FIOedCMU PlWood metal (Dp,,,)X( )=ANCHOR CAP.,,,
N16•Elco 114m 83 Ekc WO Elco ve SS El 010 sled ell steel 412 Sletl MULLION CAP„�,,_
AnchorCllpPattema Anellvt)prr ylsEfroueram v4•Ekoultramn unman 3rtB'FJmuDmem v4•EkoUOmcan Agger3ator uftracm AggreGolar Serew(G5)Scnw(C6) serar(OS) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge Clstarce8nj 1• 2-1/2• I v MIT 3.111r 1• 2-117 1" 2-U2 7 3.118' 21 0.46- 05e a" CAPACITY REQUIRED°CORRESPONDING TO AN
Emfranmt n isle tare tale tale 2• 7.94• Tue 1.114• 1-ve 1-vr 1.1/4• t 1.818• 1s-e r4rks ACTUAL PRESSURE REQUIREMENT FOR THE
2Anthm@4.79'MIn O.C.I Standard vOCkeLCSp(Flgt7 3B0 Poo a909s 4W Ind 09006 16449a r0'b =BOWS 354 fw 140lba 374 m9 00e 945M 341 Ms 442ls WD ID0 OPENING,WHEN IT IS LOWER THAN THE MULLION
4Arcean01.15'MIrt O,C.IStw1%rd(0rO(&ei)CApp7g,2 480 W5 700 Los WA WA NIA NIA 380 We NIA WA NIA WA WA 892Ibs 885511 1ta0Wa CAPACITY(FROM THE TABLE)OF THE SELECTED
4Amt*ma9'min.O.C.I(2)9t5ArgleC"Iinp,3j 7B0 an 780 W5 WO Ib5 1563 to 16i6fbe 54OWS 560100 NIA T60It5 >-30 BB01n+ 1892 Ms 682W9 80lbs 112010t MULLION.IT WILL YIELD A MINIMUM ANCHOR
3AMhm 00.&1'Min.O,G/U4: ,OIta,100'AWm.(F1a 4j N/A WA WA WA NIA WA WA N/A TVA NIA WA WA NIA WA 050 Ds CAPACITY WHICH MAY BE USED TO QUALIFY
1A,rofl FCB (noft 6j 1fi6 ma 196 W6 225 M 445 IM 822Ib3 135lbs 140 to 1T7 W3 3701[e 187ID] 3921as 473 Wa 170 W3 221 fm 280 We ADDITIONAL ANCHOR OPTIONS FROM THE
2Anth03 01.1b'Mlrt O.CI F471 6 210 W9 95DR0 NIA WA WA N/A teD ae NIA WA NIA WA WA 367 0Ta 442 86 66010s
ANCHOR CAPACITY TABLE. PRODUCT REVISED
m complying with the Plodu
A-pt 0 No i6"b2.16.6 j
FIGURE 1: FIGURE2: TABLE NOTES: t261' EzIMiDnDme 4Qa1
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mien'Dodo! el
1111IIIIII
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE \\,�
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 32 �`'•'•�,1C�NSf rn
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `t '• �%
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. NC.5fi/05
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND tc
lyZ
FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL4• .0,0••• -K rj :•/. �
BE PRESSURE-TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE �U g`r7 TC F �V
6063-T6 AND BE A MINIMUM OF.10D"THICK,STEEL STUDS TO BE AMINIMUM GRADE 33AN0 n'•., ptor
.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST A25'THICKAND A36.ALL ...... .-.•'�\(;;
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.26•X 3.26'X.624• ���II�•1(�)vn1,,,y 1�
#10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-6 S.S.OR 410 S.S. MULLION A.LfWN17VIILL'F,P.E.
---- FL P.E.#58705
I
TABLE 11A
Mullion Capacity Table pbefte) ®7: 21 It
Opening Width(forveNlcerysparnhfgmlelOm)OrOpening Haight(for hodzOdatyspanningmullions) ti r44
SO in 60 in 70 in 80 in Son 100io 120 is 140in 160in �
Roelangutm Trnpmu q. nagaro Toplydsrg. R.dmgidar Trapndarg. Recla 1. TrvOrdmg. Radnrgul Trap/rrisng. MdesgWaI Tfaprrrung, Rad lar Rn rla Redan Tn d
1.T6%3A4 Load's load Loa Loador Loath Loa °AW NI s9 gdar p7Tdang. RaclmgWr Trapllderg. 4
%. 9 M9 B 1 ng dmg Loading Loading Loadag Loading LoaenO Lsadig Loading Loafing L-rg Losdrng Lnadmg L.Wing pY V
afum.Tube s""� £ £ £� £ s' £_ £� £� £ % Ea £ § s � & 3 £ E £ £ g 6
MutilOn f9 � $� �� &� �• s� a �� �g b $ „ o ��I I F �€ $ � to
s lY4
E a -4. �1 R �a R& 8 I f& 1e 4a i sc& s€ & a 8a �� s� 8& �� € �a a & �a 8a Via.1 i" �a z ��
-- -- 4210--110.0 620 170.0 435 170.0 744 170.0 478 170.0 868 110.0 606 170.0 992 170.0 619 INA 11% 170.0 62.1 170.0 1240 170.0 521 170.0 1458 110.0 521 90.0 1736 170.0 521 170.0 1983 110.0 621
-__ J W
48 In 110.0 HIS 170.0 624 1710 O50 110.0 5m 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 INS 110,0 677 170.0 1411 110.0 680 170.0 1700 110.0 608 170.0 1933 I10.0 Us 170.0 2267 1TO.0 sm ? _
S0.626In 170.0 747 170.0 SM 170.0 896 170A 631 110.0 1046 170.0 684 110.0 IiH 170.0 723 1r0.0 1345 170.0 747 170.0 1494 1700 766 170.0 1753 U0.0 766 170.0 2092 170.0 756 170.0 2301 170.0 766 a ID
fills 170.0 791 170.0 612 170.0 956 170.0 691 170.0 It16 170.0 764 170.0 f276 170.0 603 170.0 1434 170.0 BU 170.0 ISM 170.0 556 170.0 1913 170.0 Wi 170.0 2231 110.0 061 160.2 2403 170.0 661 m
Sets 170.0 885 170.0 T01 f70.0 1063 110.0 79T 110.0 IUD 170.0 IN U0-0 1417 170.0 BOA 170.0 1594 170.0 990 170.0 fill 170.0 1W3 170.0 2125 170.0 1063 146.3 2163 170.0 1063 129.8 2163 170.0 100 (n c (n
631n 170.0 93D 110.0 745 170.0 1116 170.D 860 170.0 1302 170.0 940 170.0 1408 170.0 1015 170.0 1673 170.0 1D76 170.0 1859 170.0 1112 1669 2060 170.0 1169 13/.5 2m0 1T0.0 1171 117.7 2060 110.0 11/1 W
681. 110.0 974 170.0 769 INN 1169 170.0 903 110.0 1364 170.0 ID02 170.0 1555 170.0 INS 170.0 1753 170.0 116fi 17D.0 1940 1/0.0 1210 1430 1966 170.0 1276 122.E 1966 170.0 1286 107.2 1960 170.0 12m
721n 170.0 1063 170.0 BIB 170.0 1215 170.0 1009 170.0 140E 1710 1126 170.0 f7DD 170.0 1229 164.1 1734 1700 1316 133.7 1734 169.8 1366 115.6 1734 155.9 IVA 99.1 1734 16OA 1352 96.7 1734 1SO.2 1352 Q Z
3 76M 170.0 1122 110.0 831 170.0 1316 1/0.0 tODO 165.E 1556 170.0 1209 117A 1565 1653 1285 13L1 1559 ifi1,5 1266 117-9 1$56 1413 1261 9B3 1656 128.3 1229 842 1556 f223 12t9 73.7 1556 1212 1216 j �j
7B in 170.0 1161 110.0 967 170.0 1301 170.0 111fi 165.9 147! 169.3 tUb 136A 147T 152.D 1221 /T1.2 14ir 139-1 /20fi 109.1 1417 1295 1191 Bo.9 1/77 116.9 1169 769 147) 114.0 /158 68,T /671 109.3 1151
901n 1120 I110 116.5 906 118A 11 f0 12J.9 9fi5 10L5 111D f079 951 BBA 1110r49.
936 TB9 1110 87.5 B27 71.0 1110 80.7 910 592 1110 71.3 891 60.7 1110 65.6 878 4/A 1110 62.7 BTO
tN0 ¢ O O
Hin 117.0 916 120.3 672 97A 975 101.6 066 039 975 083 842 73.2 975 029 65.0 975 71.2 617 50.5 975 55A 8W 418 976 67.4 789 41.8 975 623 775 366 976 493 r61 � X 9Z � G
login 82.2 7T1 84.0 696 68.6 771 70.7 685 W.7 771 61.7 674 6IA 771 664 45.7 77f 49.0 655 41.1 771 44.9 647 343 711 33.9 6J2 29A 771 35.0 621 25.7 771 32.4 512 (q -'t a
111 In 76.7 730 71.3 661 67,1 730 66.0 650 64.1 730 56.7 fd0 11.] 730 631 42.1 730 /5.0 622 3T.8 7J0 41.1 611 31.6 730 35.8 600 11.0 730 71.9 $89 23.1 730 29A 681 W Ji
1201n 69.9 624 6t.0 669 499 624 61.2 660 42.0 6 44.7 fi52 37.6 6U 644 33.3 624 353 537 30.0 624 J22 531 25,0 6U 27.7 619 21A 6U 24.0 509 18.7 6U 22.6 Sol ix x
111 in 36.7 433 35J 4DO 289 433 29.4 395 24.8 433 26A 390 2f.7 433 385 19.3 433 20.0 381 17.3 433 182 376
Q a 0 0
z''O
TABLE 118 g
MehorCapbelly Teb1e(Ibe)
ANCHOR CAPACITY ADJUSTMENT FORMULA: $W n�
Substrate 2.7%ODMrete a5%Cau.I H0bQm CMU FimcmU I FTWood most w ANCHOR CAP.,g,r,,, A-
d1E Elco v4.OS Eke 011E Eeo 114'S9 ace 010 SIed e1231ed O128leel
Anclfu Typo; 3115 FJcO Mrecan yr EkOUnRcon Uffracon 311E EIc01181am yr E1coUNacon A9QeGator Ullwa 1 A ( USE THIS FORMULA TO OBTAIN THE'ANCHOR
AnehorCllp Patterns ggrerD4lar screw([;S)Stt2811d screw GSi
E IXslSrce ny 1' 2-Ur 1' 24W 211E t' 2-Ur I. 2-11T 2' 3.11e• 7 OAr 0.54' 0.324- CAPACITY REQUIRED'CORRESPONDINGTOAN
Embeanen 6.1 1a14' tar Ia4' Ia4' r 1•174' 1-174* 14f4' I-t r t-v a8 4' I-IW 2' I ' taE laws ACTUAL PRESSURE REQUIREMENT FOR THE
2 Mane®47E M111 O.C.I Stan dad OrOM CAPfffta 1y 390 D3 3901m 45003 e00 me 1644 On 270 my 280 Ds 354 Ds 740Ib0 374 ms 664lb1 946 Its 341 IDs 4421ta See De OPENING,WHEN IT IS LOWER THAN THE MULLION
4AMMS@1.15'M51 O.C.IS(andard WOMdUCOP 09A4 460 D9 70D Cs NIA WA NIA WA 380Ra WA WA NIA WA WA 682W B85 Ra 11208e CAPACITY(FROM THE TABLE)OF THE SELECTED
4Arch0m 3'MOI.0.C,ILZ)2a5Ar&C1s/ff9.9y 780M 780M 68DD9 ISM Ds 1eBD3 540D9 See DO NIA 760lbs 748fix 880Da 1892%4 692D9 mms 112D105 MULLION.IT WILL YIELD A MIN[MUM ANCHOR
4Arclna 0054
MM.O.C./U.Ma MIO.IW Alum ft Oy 111A WA WA WA N/A NIA WA NIA WA NIA WA WA NIA WA 1267 O6 CAPACITY WHICH MAY BE USED TO QUALIFY
i AatnDfl FX1pfflg Oj 195 D9 195 D7 225M 445 Ds 0229e 136Df 140 to inim 310Ibs lei bs 3J2 m1 4739e 170IDs 221 Da 280 D4 ADDITIONAL ANCHOR OPTIONS FROM THE
2AM11019 LIE Mtn O.CJF-Cip 6y 240 bs 35D 0a I WA WA I NIA NIA 190 Ds NIA WA HIA WA WA BI1 Ds 442 Da 060 bs ANCHOR CAPACITY TABLE pRODUCf REVISED
m cemplying with She Fllrfld
t210" BuildingCodd t�o'1YL18 0
FIGURE 1: FIGURE 2: TABLE NOTES: Accepimm No • 3
• • • • B�Dmmi- Qbel1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION bON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � a.( (-Y 1V rdl I�j�
FIGURE 3: � •.......
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3, {``,•''�1GLiNSl •.,'Q
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
• • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "17 1� ED•
FIGURE4: FIGURE& FIGURE6: U`
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE %7�
S FATE O
• • 6063-T6 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ' '��•C�'••,./:(OH1ph,.•'�
,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A36.ALL ;;C ••... ��
• • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I�/SS'/ONO, G"\`N
• N70 8 N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3,84'X.624- A. RIV MILL�R,P.E.
MULLION FL P.E.1t 66705
TABLE 12A
MulUOn CepaCity Table Ibef e ® ^ +
OpeninglMdth(for vertipl"parmlrgmdllons)orOpeningHe)ght(for horf2ofulpsperoirgmt/Don9)
S01n BD in 701n 1min Bale 1too In I 1201n 1401. 1601n r` 4'• ¢
Roctafgufar Trep/111ang. Raclanl;LW Tiep/mug. Rectangular TrWainrg, RoNangdar TmpMang. Rectanow TropfMang Reclsrdflar Thoprrdulg. Red gula TkWillong. Roclengt/ar Tra"Wo. R•ola ww hap/rdmg 0
2x4x.2g Loafing L"cing Leading Loafing loading LDadrg LDadng Loadrf9 L-I%V Lcedng Loading Loading Loafing loading Loading Loading Lding oa leading a
�
Alum,Tube S .. ypg. ,�• S �.y Mullion
$ � � I I 41i� gI III! I I � - a I g I I I I 1 z HRL
42In 170.0 SM 170.0 435 170.0 744 170.0 478 170.0 Ogg 170.0 506 170.0 992 170.0 61g 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 180 170.0 521 0
48 N 170.0 706 170.0 524 170.0 S50 17D.D 684 110.0 DDT 170.0 030 170.D 1133 170.0 661 170.0 1275 170.0 On 170.0 1417 170.0 ow 170.0 17m 170.0 680 170.0 1933 1".0 650 170.0 2267 170.0 SBO J-1 ----- W
50.0251n 170.0 747 170.0 663 170-0 Sell 170.0 631 170.0 1048 170.0 SU V0.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 768 170.0 2092 170.0 750 170.0 2391 170.0 758 � �8sI N
541. 170.0 M 170.0 S12 170.0 958 170.0 691 170.0 Ilia 170.0 754 170.0 1278 110.0 8W 170.0 1434 170.0 837 176.0 1594 174.0 658 170.0 1913 170.0 801 170.0 2231 170.0 661 170.0 2660 fro.0 eel W C o 0
BON 170.0 S85 170A 701 170.0 1063 170.0 797 170.0 1240 110.0 0T8 170A 1417 170.0 944 V0.0 1594 170.0 ON 170.0 1771 170.0 lass 170.0 2125 170.0 1083 170.0 2470 170.0 1063 ISO.$ 26W 170.0 1003 M
031n 170,0 930 170.0 745 170.0 1110 170.0 550 170.0 I= 170.0 B40 110.0 1456 170.0 f015 170.0 tars V0.0 1070 170.0 W59 170.0 1122 170.0 2231 170.0 1162 160.7 2553 170.0 1171 145.9 2553 170.0 1171 f- J
68N 170.D 974 170.0 78D 170.0 1189 170A 903 170.0 13P 170A 1002 17o.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1840 170.0 12f0 170.0 2338 170.0 1275 161.8 2437 1T0.0 7288 f32.B 21Y/ 170.0 1280
S 72N 170A 1083 170.0 078 170.0 4275 170.0 1009 170.0 14e6 1TOA 1/28 170.0 1100 17D.0 1228 170.0 1913 170.0 1316 170.0 2t25 170.0 1367 145A 2154 170.0 1488 124.9 2104 t70.0 1629 109.2 2184 170.0 163D z
78ti 170.0 1122 V0.0 037 170.0 134a 170.0 1000 170.0 1570 170.0 1209 170.0 1784 170.0 1322 160A 1960 170.0 1421 140.8 1960 170.0 t505 123.5 I m 161.0 1648 100.1 1860 154.0 1535 92.9 tom 152.7 1531 W v §
781n 170.0 1151 170.0 967 170.0 1301 170.0 7118 170.0 1611 170.0 1250 170.0 1842 /70.0 I= 162.7 16Bi 170.0 1474 137,4 1S81 18it fW0 114.5 1881 147.3 1473El
f38.6 1459 BS,9 1081 13Za 1454 Q V)o � Zd'
00In 170.0 1328 170.0 1144 140.1 1390 1116.0 1219 127.E 1398 138A 1108 111.5 13M 121.3 1176 09.4 13911 110.2 1162 89.5 1398 101.8 1147 74.5 7398 89.8 1122 627 tta8 63.8IBBN 07.4 1229 151.6 f038 722,9 /229 127.6 1070 105.3 1220 111.2 1001 02. 122B 08.9 1044 si.9 1229 59.8 f020 73.7 1220 SZ41 late 01.4 1220 72.2 993 65.0 077 40,1 1229 62.1 067
ZN106In 103.E 9T1 105.6 OlT 88.0 grt 88.0 BB2 74.0 971 T7.2 849 64.7 87t 89.4 837 57.5 971 81.8 825 01.8 971 68.5 e16 43.1 971 49.0 78044.0 762 32A 071 40.8 771NO111N 05,4 910 07A 832 70.6 919 61.9 81B 83.1 910 7DA 008 fig. 918 82,9 794 63.0 919 50.7 754 47.1 919 0.6 774 39.7 BIB 44.8 768 40.2 742 20.0 010 37.1 7327201n 75.5 788 768 718 02.0 7� 84.6 70S S3.B 788 5SA 695 47,2 7B8 49.4 SW 41.9 78a 44.4 677 37.1 711 40.6 us 31.6 786 34.9 853 31.0 641 20.6 788 23.4 831 co �1441n 43.7 64a t42 501 3BA 646 37.0 108 912 6(8 31.0 49t 27.3 648 2a2 485 24.3 50 25.3 478 21.0 848 229 474 192 B4B iB.B 484 172 456 13.7 648 18,6 4/8 U X Q
TABLE126 N O
ANCHOR CAPACITY ADJUSTMENT FORMULA: d` Z y �
Anchor CO ul Table be) g
sueauala 27k Controls 35kca K. Nmow Cut) pwdcmu PTwocd Metal (DP®)X(ANCHOR CAP.,o,•„) ANCHOR CAP_
- �
N16'FJeo 1M•68 Exo 511PEko 114•SSOco WD61ed 0125teN w2 Steel MULLION CAP.,e,, '3 -3
Anchor Cllp Peltem■ � 3/t6'EIca URacaf ve Elea Urtracbn UArecon 3.1C EIco USraon ve FJco URrazbn
r�eGxa UBmcon At(greCala Screa((95)Screa(G5) screw(Or) USE THIS FORMULA TO OBTAIN THE•ANCHOR
Edge D15tame 0n) 1' -ill r atlx• 3-Inr r 2•vr 1- 2-vr r 3•I/B' r Dee• 0.5e 0-w CAPACITY REQUIRED`CORRESPONDING TO AN
Fmbediaen 1ae tale tao 144 Y t-v4 t•va 1•ve t-ve 1•v4 t•w r fas tare vales ACTUAL PRESSURE REQUIREMENT FOR THE
2AncIDmQ4.75-Mtn.O.C.I StaDafd orOB:et Crp(Fig 194 3900e 39D ba 4MM 890 ref 1644 bs 90 ba 2B0Ife 354 ba 740Its 374 ba 664 the IN6(w 341 b5 4425e woBe OPENING,WHEN IT IS LOWER THAN THE MULLION
4 An:lfers®2.Bfi•MN O.a.I Slandud(a Oreel)C0p 01g 3� 740 Da 740Iaa 63D ba 1485 ba 1424I n NIA 6m®a NIA 4S51e6 NIA gag f W WA Antes- 605 DO t12o fine CAPACITY(FROM THE TABLE)OF THE SELECTED
6 ArewsQ1.71-MI0.O.O I Standard(a omel)Clp gig 4) O55 be O90 758 bS I"Ms WA WA 705 N7 MIA 79911s N/A WA WA Io22Ib9 Wits that Its MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Atcroa{�3•Mal O.C.I M2a6ArVo Crp1/00% 7m(es 7 Seems ism im IS bs Fb- 5mba WA 760lb1 74B[as em lbs 1092 b3 682 bs 805ba 1120 Its CAPACITY WHICH MAY BE USED TO QUALIFY
6Arc10n®3'Mn.O.C.IR}2c6Ar0taCpa/(Rg2 1170bs 1170tOo 1020bs 2340ba 2644b5 6 Iwias NIA 1f40® 1f22bs 73201bs ?e38Ra 10221t6 1327bs 16m� ADDITIONAL ANCHOR OPTIONS FROM THE
SAW m®1A4•MN QC.I UCSp,thlo.12W Arrinft 7) NrA WA NIA WA II/A WA WA NIA WA NIA WA WA NU WA 0T9 ANCHOR CAPACITY TABLE.
SAKIDa@0.64•Mtn.O.C,/UCIIp,Into,125•Akom ft.8) N/A WA WA WA WA N/A WA N/A NVf NIA WA NIA NIA WA 21 ba PRODUCT REVISED
2Anchoa 0 268•Min.O.CJ FCap(Fig 9) 370 Be 370 Ito 315 be 743 F"4 112 Da NIA 2110. NIA 34B IM NIA 440 Its WA 341 bs 44210e we IDS as complying with dw Plo ffhf
SArcOaa401,7f•Mb.O.G/F•ap( .10]r 443M2 6?bIM 97gID1 D791es NIA NIA 3531t0 WA 9BOIb3 NIA WA WA 611Ms 664bs 540ne Building
CodO
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acoepteuco N0�6"02)9•�3
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expirall a Data 4D4I
FIGURE I: FIGURE2: FIGURE3: FIGURE4: By 1
• • • • • • • •
TABLE NOTES: 2.000' Mlun Dnde Product Can
lllillfflll//
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR \ r
OFIJERALINSTALLATION METHODS. ��� �0���•••"•••M�r! �i�
• • • • • ;� �t•.•f10ENSC '.FP
FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
• • • • .250' 4.000' '�'/�r No.507D5 _
3)MULLION AND MULLION CLIPS SHOWN ARE N OT TO SCALE.FOR
XACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
• • • • � THE FIELD
IONS.FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON H TS 21-23.FIGURES SHOW SUGGESTED,AP ROXIMATE HOLELOC '..0 `g :•/
D,=
FIGURE 7: FIGURES: FIGURES: FIGURE t0: 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ��(%.•'• IS, 01•
ANGLE CLIP ) F[ORfUP;.•' •�
•• • • (FIGURES 5&8) (CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��C`S, ••. JU
.. MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND.045-THICK(18 27 X 4•X.25'MULLION /I/I'V/QN A-'C-O`�
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1 j/ r 1 i, �LL11,
• .• • • THREADS BEYOND THE MATERIAL.410 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 SS, A.LYI�N MIL A P.E.
_---- _- FL P.E.#58705
TABLE13A
Mullion Capacity Table Ibeffe
a,
Opening Width(forwlUceOy-sparWrp mullions)or Opening HsiSM(tor hDlt2ade3pspem(rp motions)
SON 60M 70In BDb Win 1o01n /201n 14oln 160In 5
Rectanguar heprnIo g, Rectangular TrepWang. Raclenp7or Trapralag. Redmnpdar Tmprioung. Rectangular magwo�. Reclavler 7rapRdmg Rectangulm Trv7JMwV RectstgAw TreprTdeng. Raclengular Thprrd.r4 55 O
2 x 6 a.26 Loading Loading -Loading Loading Loading Lo1din9 Lowing Leading Loadw ,Loadrp Loading Loading Load" Losdag Loading Lo®dnp Loading Loading o
Alum.T w
ubs a _ r _ _ n _ _ _ _ a _ _
>! U
Mullion
Z m F
U) LO
lL
-- - 42N_ 1-10-01 S20 170.0 C15 170.0 744 170.0 478 170.0 "a 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 521 t70.0 1240 170.01 521 170.0 1458 170.0 521 170.0 1736 170.01 521 170.0 19631 170.0 621 1 0_�I1
48N 170.0 708 11D.0 524 170.0 4W 170.D 684 170.0 002 110.0 630 1r0.0 1133 170.0 of 170.0 1275 170.0 877 170.0 f4f7 f70,0 SW 170.0 1700 170.0 No 170.0 1883 170.0 aW 170.0 22P 170.0 Sao J W
50.826N 170.0 747 170.0 683 t70.0 896 170.0 631 170.0 7048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 14B{ 170.0 758 170.0 1783 170.0 758 110.0 2PB2 170.0 756 170.0 2301 170.0 758 N
641n 170.0 707 170.0 612 170.0 950 170.0 ON 170.0 JIM 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 581 170.0 2231 170.0 8111 170.0 25M 170.0 661 LLI O O
OD O F-
BON 170.0 6&5 170.0 701 170.0 1063 170.0 707 170.0 1140 170,0 878 170,0 1417 170.0 8" 170.0 1594 170.0 9S6 170.0 1771 170.0 f033 170.0 2125 170.0 1003 170.0 2479 170.0 1003 170.0 28M 170.0 1063 � w
83In 170.0 9J0 170.0 745 170.0 1110 170.0 850 170.0 13D2 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 170.0 2231 170.0 JIM 170.0 2503 170.0 4171 170.0 2976 170.0 1171
68 In 170.0 974 170.0 70 170.0 1160 170.0 903 170,0 1304 170.0 1002 170.0 1558 170.0 1050 170.0 1753 170.0 1165 170.0 1948 170.0 1210 170.0 2335 170.0 1276 170.0 2727 170.0 1286 170.0 3t17 170.0 1288
nin 170.0 f083 170.0 618 170.0 1215 170.0 1009 170.0 1488 170.0 1126 1TO.0 I700 170.0 1228 170.0 16t3 170.0 MIS 170.0 2125 170.0 1387 170.0 25W 170.0 1458 1)0.0 2975 170.0 1529 170.0 3400 170.0 1530
3 78 N 170.0 1122 170.0 037 1T0.o 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 I= 170.0 2010 170.0 1421 170.0 2243 170.0 1505 170.0 2092 170.0 1029 170.0 3140 170.0 16S4 170.0 3M 170.0 1705 .=.1 4 Z
35 76 N 170.0 1161 170.0 967 170.0 1351 170.0 1718 170.0 1611 00.11 1250 170.0 1642 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 17t3l
,0 3683 170.o 1708 Q J
90N 170.0 1326 170.0 114{ 170.0 1504 170.0 13Z8 170.0 1850 170.0 1188 170,0 2125 f)0.0 t053 170.0 tt81 170.0 1793 170.0 2850 170.0 tB18 1)0.0 3}6B 170.0 2f2b 150.0 3413 170.0 22 ,5 3413 170.0 2301 Q901n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 1700 1622 170.0 2287 770.01704 i70.0 2550 170.0 1852 170.0 26]7 170.0 20D8 100.0 3188 170.0 2375 137.1 S1B9 188b 2/ .0 3189 156.1 242601n 170.0 1594 170.0 1409 170.0 1013 170.0 1647 170.0 2231 170.0 1870 170.0 2%0 170.0 2078 181.8 2761 V0.0 2271 148.3 2781 161.9 2333 123.6 2701 140.4 2281 105.9 2781 126.0 22 .7 2781 118.0 2100 1) N1111n 170,0 tOJb 170.0 1454 110.0 1988 170.0 17➢o 170.0 2283 1700 1922 170.0 2821 174.0 214E 1W 2832 162.3 2245 130.8 2032 144.4 2210 113A 2832 128.4 2186 OL0 2832 115.1 21A 2032 108.3 2090 12DN 170,0 1771 170.01588 170.0 2125 170.0 1659 1544 2252 I5S9 10D1 135.1 1252 1U.{ 1964 120.1 2252 1272 1936 106.1 2252 11$1.1 1916 90.1 2252 89.8 1872 77.2 2252 86.9 18 .8 2252 81.4 1808KD4{In25,1 1551 125.E 1445 104.3 1564 106.1 1425 6D.4 1581 91.5 1407 782 1564 80.7 I= 69.5 1664 72.3 1J73 67.8 1584 65.7 1158 52.1 158f 56.0 1370 44.7 1581 48.2 13 .1 1581 14.4 128J Q N Q
01
TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z m O s0
Anchor Capacity Table 0b5jd It
6uMrmte 2.7k Coarete 3.5k Caro. HoSowcmu FBod CMU I P7 Abed Metal ANCHOR CAP. ,- .�
(DP)X( )aANCHOR CAP.,,, �
Anchor Typo: 3118'Ebv Macon 114'Eke UWooen 6r16'Ec° 3118'EWo UlUeeon VI'EWo Ulbacen 1!4'69 Eico Sr18'Eleo iN`SS Eko f10 9leel W 29leel 012 Sled MULLION CAP.,-,-
AnehorCOp Patterns Ulbaaon Ag92Gator Ilemcan AQW110, Bcr°w(G5)Screw(GS) Ssrrw(GS) USE THIS FORMULA TO OBTAIN THE ANCHOR
Edge Dlalanoe(in): 1• 2.1r2' r I 2irr 3-VV 1' 2•I(r 1• 2.11r 2' 1 3.1f8• r 0.40' am- 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmbedsnatI IN l-W4' 1.314' 1-3r4' 14V 21 1-114' 1.1/4' 1-14' 1•14' 141r I I.11V r 1-w8• 1-wir vsdaa ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchore G4.7V MIA.O.C./Slandmd aO80N Clipffp.1821: 390bs 3901W 450bs 690 Im 1644 ba 2701W 280lbs 354 ba 7401W 3741bs 6641bs 0469u 3411b4 4421ba SBOIni OPENING,WHEN IT IS LOWERTHAN THE MULLION4 Ano?.-@4.88'MN.O.C.l SlmWxd(a06el)CIO(Fig.3): 780les 7001W 900ba 17801be 3232 Jos 540I4s 5601W 70B ba 1400lbe 746Ita 12721W 1892It- 682b. M[be 112Dba CAPACITY(FROM THE TABLE)OF THE SELECTED
8 Anohaa®1.71'MYL 1 Slendam(or05sel)0Kp(Fig.4): 11601ba 140D[be 1010 IN 25951be WA wA 0401W WA 1095IW WA WA WA 1383111 17701W 2240 Poe MULLION.IT WILL YIELD A MINIMUM ANCHOR
4Aeelar•G3' D.C.MIn O.C.1(2)216Angle Cups I ft 5): 780IM 780 Poe 680 Ms 15801W 16%fbe 540 roc Soo 1155 WA 760lbs 7481W 880lbs 1692lb. 662W 885[be 1120 fW CAPACITY WHICH MAY BE USED TO QUALIFY
Finches®T Kum O.C.1(2)2.1
An COpa/(Fq,6), 1660W 15501W 1360 Nor 31201be 3792 be iOso lW 11201W WA 1520lbs 1490 ba 1760 Ibe 3764Iba 1363 M5 17701m 2240(bs ADDITIONAL ANCHOR OPTIONS FROM THE
12 Anchae®1.5'MIa O,C.I(2)2n6Anplo CYpe! ip.7): 1660IW 21001ba 1410 Nor 37801W WA WA 1320 be WA 15001W WA WA I WA I 204.5 ba 2654IW 3350 ba ANCHOR CAPACITY TABLE, pRUUUC'I RGVISBD
4 AnchmG1.34•Mn.0.0.1 Ualp,Nlv.125•Alum.(Fg.6): WA WA' WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Its PROt)UCrjUgVJSBDithim 110rinfa
6 AnchmG0.64•Min.O.C.I I1Cllp,Nto.125•AWm.(FV.9): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881 ba 1---2.000'--I Building C05 complyod°
2 Antos G kW kin.O.CJ F-M tFi9.101 3909. 180 ba 505 ba 6901W 1B15lba 270 IW 2BOIW 354 r. 740 ba 374 The 04 ba 91610a 311 o 3 442 f oo 560 tba Ac. ®ram�*-4=18.03
4 Anctrom 1.71'MN.O.CJ FQp n 11• 690 M 700 MS 605 ma 1298IW WA WA 4101ba WA 53303 WA WA WA 682 ba I Ibs 1120 ba .250' h Done � ZI
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
TABLE NOTES: By
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURES:FIGURE 10: FIGURE 11: Mlem' Product
• • • • • • • • •. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON (4 I 1 I i 1111
• • • •• • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ���\AC)�Lj 1. A9 /7i��1
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ���,•'4(CFDISG
• • • •• • 6,000' '2•: •,y
• • • • • • •• • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS _=•>•::• 140.56705
21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON �tb,
FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS• . .:ANGLE (/lCLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �.'jl(FtGURFS CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GOO.WOOD SHALL BE PRESSURE-TREATED S'AT
MUST BE YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 600-T5 AND BE A MINIMUM OF.125' ...
!`
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TO
P itsv(
• • • • • • • • PAIRS.N ?
AS BE AT LEAST A25'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.L'
THREADS BEYOND THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 2'X 8'X 25' A.Ll/fSN MILLER,P.E.
_____ MULLION FL P.E.#68705
TABLE 14A
Mullion Capacb Table Ibantl ;9
Opening Width(for wrViceltyspaMq multon6)orOpeningNelgM(fbrhodmftttsperritgmlfffons) �a
501n so In 701n BD In 001n t00 Mn 120 in 140 In 160 in OLL
ROUafqular Tfap UM. RWmgt4ar %V[falq. Recten8ular TmWdom. Reetmgutar TmplTdano. Realangular TreplTiag. R4ctamuior TnpTfenB. RW qufal TnplMa4 Reelanguar TmprTdatMB. Reclan8uiar TmprRlanC �� K
1.26"x 2.11" Loadf o Loadin0 UM-2 L Wiv 1_oaft 'ggLoa�rp Nang Loadln9 Load6le Loadlro Loading Loadng Loadlr0 Loadim LWIRV LoaAn9 toodUV t.00dIrG nY
x.125"Alum N LL
Tube Mull fr fr 6
42In- 140 520- 167.0 428 7202 626 140.8 419 103.0 5Z 138.9 414 9DA 528 134.8 411 8al 620 134,1 411 72.1 6M 134.1 411 BOIL 62g 134.1 411 61.6 me 134.1 411 451 526 134.1 41f 0
-- 487n 808 403 1010 333 80.6 403 847 325 68.0 4W BOA 320 60A 403 81.4 317 637 403 73.1 318 443 403 788 314 40.3 403 78.8 314 30.6 403 78.e 3U 30.2 463 7d8 314 - z
60.8251n 623 3B2 91.0 301 868 382 78.3 281 68.a 382 719 289 61.6 382 67.2 288 467 382 84.6 264 41.2 362 826 283 3a3 352 83.6 283 79.4 3Ir1 63.5 283 257 352 87.6 283 -�•� N
641n 67.5 318 74.1 267 50.6 315 64.2 261 46.6 316 57.7 250 424 318 63.5 263 37.7 310 50.0 250 33.e 318 40.6 240 233 318 49.1 248 24.2 318 49A 248 21.2 310 49A 248 LU
601n 49,6 258 53,1 210 41.2 268 45,7 214 35,3 258 40,7 210 309 256 37.2 207 27.5 259 34.9 204 24.7 258 33.4 203 20.6 2S9 32.2 201 17.7 258 322 201 T6.5 25B 32,2 201 (/)
B8BI 42.7 2M 45.0 '200 35.6 234 39.1 105 30.6 234 34.7 102 2B7 234 31.6 169 23,7 234 29.4 166 21.4 234 2a0 184 17•8 234 20.5 183 15.3 234 20.6 183 la4 234 28.5 183 L1J
68h 371 213 30.4 183 31,0 213 33.7 178 7H5 213 29.8 178 2T.2 217 27.0 173 20.8 213 25.1 170 18.8 213 237 169 15.6 213 71.2 167 13.3 213 220 188 11.6 213 220 168 Z �•
�47..
178 30.1 165 238 179 25.6 162 20.4 t78 22.5 149 17.9 178 20.3 147 15B 778 70.7 145 $$ a!
18/ 254 140 20.3 181 218 137 17.4 101 1R0 135 1S2 IM 17.0 133 162 23.6 133 18.8 152 19.8 i31 16.1 152 17,6 128
TA 148 ANCHOR CAPACITY ADJUSTMENT FORMULA:
BLE � 2 N o
Anchoroapac Table pba ANCHOR CAP.,,d,,,, F- X y} o o
SME91mie 2,lk cmcmte 39t cos. 1WAoa CMU FLMCMU PTYYa00 Meal (DP-)X( )=ANCHOR CAP. fn �A
y1FEx0 1/4•SSEko 6/16'Ek0 fl4'SSEko N1DBTetl M1251ee1 N12SttEi MULLIONCAP.„„,,,,, V) ,7
AnehorCllpPalfema At[tvlype 9/ts•EkoUltm:on urElcoU6rsm 3lts•Ekaulaacon va•Ekot8lmcm U3ETHISF0RMUlATOOBTAINTHE•ANCHOR N
13
UNracen ApaeL9lor Ullman Ap>.e6Nor screw(G6)Sum(GS) StW(G5) X
Etgel7starce(91): 1' 21? r 9•t17 3.98• 1" 2•lrr 1' 2-Vr z• S-v6• 7 a4a o.1a• O.3zr CAPACITY REQUIRED"CORRESPONDINGTOAN
Embolnn,6n) Carr lair taro• 1a/r r 1.1/4• 1.114• 1•Ur 1•v4• 411- 1•vr 2' l-W R5.1" vanes ACTUAL PRESSURE REQUIREMENTFORTHE U CV
4 Anchors 03•tan bW./ 2[SAnae wps/ff 1k 780IIB 780163 t710Mhe t560 ms t836 Us 54o ae 560 oS WA 1 7m PS 1 748 rin I 680 We 1e921m 1 W2IM am is 1 1430Its OPENING,WHEN IT IS LOWER THAN THE MULLION Q_�- � O O
CAPACITY(FROM THETABLE)OFTHE SELECTED CL MULLION.IT WILL YIELD A MINIMUM ANCHOR mO 8 18
Of
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '--1'266•"'I S!RP,UUCT REVISED
as complying with Ow Ffod&
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r Building Cod
FIGURE I: lI AcceptanrIZ 3 '
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2123. Expimtioa 26
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' BY
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. M Bede
CLIP MUST BE USED INPAIRS. 125' 1 t 1 11
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED LYI N
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED I-
ANGLE ���10\�� .•••• 4.114
YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.125" 1 `�`�� •'��cEN SF ',f' !•
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(ie GAUGE).STRUCTURAL STEEL TO BE AT 1,26•X 2.11'X,12Y MULLION ' .•ir'�,
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =)•:; No•58705
THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S•S.
r
=��.'•• $lrT�of ter;
.(Nh"•,,R7.0Rl0I'.• Q)
%SS/ONA\- ol.'
A.LyP NrMlKtt ,P.E.
FL P.E.#58705
TABLE ISA7 -
Mullion Capsatty Tablo bse) + �^
•
Opening Width(forvedica"parrirg m+fiorts)orOponing Haight(fortlori2ordeYl°oparring mt8lons) C
so In 601n 70 in so In 90 N 100 N 120 in 140In 160In
O
Rwfmgrler I TmpghaV. Re W%pfu Tm"V-9. Rectangular 7Ya1J0am RcctangJm TmpmanB. Rx1an90 RapmWa. Rutland. Ttep1163rg. Rm%ngulm TnWrntW Reclmnglar Tteprrdan. RecWplu TYeplmms
3.2V 30 Loading loadng Loading towing Looft Loading LoadnB I Loading Loadbrg Lowing Lowing LOadng loading Loading Loading loading W d g loading syr a
OEM AL n _ _ ngg _ a _ _ _ _ _ a _ a _ a a _ $ _ _ a 6!
LO
BAY MULL 74 ,1D
a
- o
42N 170.0 620 170.0 435 170,0 7p 170.0 476 170.0 BUS 170.0 SOB 170.0 692 770,0 819 170.0 1176 170.0 621 170.0 1240 170.0 521 170.0 148a 170.0 521 I70.0 1135 170.0 621 149.1 1710 170.0 62) W
40 N 170.0 I 708 110.0 624 170.0 650 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 fi77 170.0 1417 170.0 650 1622 1622 170.0 690 130.6 I= 170.0 650 1142 1622 170.0 SW Z
9
30.8261n f70.0 747 170.0 583 170.0 896 170.0 a31 170.0 1045 170.0 654 170.0 1195 170.0 7Z3 170.0 1341 170.0 UT 1642 1443 170.0 766 13U (443 170.0 769 tf7.3 1N3 170.0 758 1028 1443 t70.0 750 lL o o O
64 in 170.0 797 170.0 012 170.0 958 170.0 69f 170.0 1116 170.0 764 170.0 1276 170.0 803 180.4 1353 170.0 837 144.3 1353 170.0 a56 120.3 1353 170A ael 103.1 1353 170.0 Wi 90.2 I= 170.0 S81 m 1"-
M
601n 170.D 8B6 170.0 701 170.0 1063 170.0 797 167.0 12tB 170.0 875 146.1 12H 170.0 944 129.9 1218 159.5 938 118.0 1218 15ZI W4 97.4 MIS 140d 913 03A 1218 14S.1 013 73.1 1218 149.1 013 F- U � J
63In 170.0 830 170.0 745 170.0 1116 170.0 8% 180.2 1160 168.6 033 131.4 1160 163.0 914 116.8 HW 141.0 895 t05.1 1160 134.2 686 67.6 1150 12&7 87t 76.1 1160 120.2 870 65.7 1160 120.2 970 7 d
ba h 170.0 974 170A 169 152.4 1048 185.8 681 130.6 1040 USA 884 114.3 1040 1311 a50 101.6 1448 123.4 539 01.4 1045 118.8 830 782 1048 109.4 e21 65.3 1o45 1062 518 57.1 1048 0112 618 Z cn
72In 140.E Sao 147.9 764 117A NO 120.0 748 100.6 8a0 110.6 734 58.0 680 100.0 722 78.2 Sao 0-0 712 70.4 a80 68.2 703 59.7 a80 782 693 602 00 70.5 60a 44.0 850 76A 685 5 J ((yyJJ
3 78In 119.7 790 125.1 690 09.a 790 10&4 616 BS,5 790 03.3 663 74.6 790 63.9 652 6&5 790 78A 841 59.9 780 71.7 em 49.9 790 USA 624 42.8 790 UZI 518 37.4 790 61.5 611 J = Z
�# a
7a N 110.0 750 115.5 657 02.3 760 98,1 644 79.1 750 85.0 632 69.2 750 77.1 621 61.6 760 70.6 812 %4 760 66.7 805 46.2 750 69A 594 39A 750 68.2 we xe 760 65.6 no F••• Q Q
00 N 721 661 74Ar2.11
60.1 6B3 62.9 491 61.6 SM 64.8 453 46.1 583 48.9 475 40.1 W3 44.4 458FO-'2"
663 40.0 402 30.0 683 302 452 25.8 W3 33.3 445 22.6 6W M.8 442 m Z pNp -O
Ba N 69.4 495 81.1 49.5 t95 61.6 435 42A 183 44.6 427 171 495 S9A 421 33.0 495 38.1 N5 495 332 409 24.8 495 29.1 4DO 212 493 20.0 394 18.0 4B6 25A 390 LU
1081n 41.7 391 42.0 34.8 391 35.9 Sla 20.8 391 WA 342 28.1 391 27A 337 232 381 24.9 333 391 22.6 328 17A 301 19.7 321 11.0 J91 17.5 315 1111n 35.4 370 302 32.0 370 37.0 330 27.5 370 28.6 326 24.0 310 25.3 320 2t.4 370 22.8 310 370 20.g 112 10.0 370 10.1 3( O N
120N 30A 311 W. 15.3 317 26.0 ZU 21.7 3f7 22.5 1a0 I9.0 117 1g.8 276 1&P 3f7 f7.0 273 c Q g1N N 17A 220 17.0 d M gN 0�J
TABLE 15B ANCHOR CAPACITYADJUSTMENTFORMULA: 53t -LL
AnchorCa acl Table be ANCHORCAP,,,a,,,,. �O0��
Babelmtm 2.74 CmMe 3.Sk Conn. HOW cmu Fded CMU PT Wood MOlol (DP)X( )=ANCHOR CAP.,,.
y16•Eko tA•USElco 5116•FJco 1//'6SEko 9f08te01 0126teel 012B1ed MULLIONCAP,,,.,,,,,
AnehorClipPatteme AnUwr7ypa: 3118•Ekoutlroeon IH•EkalBUecon UlUabon 31ta•EkoUlUxon 1H'EkOUIUecan A99teGnlar Unncon AgyeOator Bcmw(05)Sanm(GS) Sc"(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR
Edge Dl41anc0(in) r 242• 1• 2.1r' 3•UB• V 24W r 2.1? r 3.11r 1• 0.48• 0.6a• 0.324, CAPACITY REQUIRED'CORRESPONDING TO AN
Emb4•naft 0n7 +air iV4• I.3/4• 1.314• r 1.11r 1•U/• 14141 1.114• 1-114• 1-114• r fare• fats• rerka ACTUAL PRESSURE REQUIREMENT FOR THE
2Anchm0 605•MN G.C,1(2)7A5An910 /(Fq,tk 3901hs 3901tq 45010a 890Iba 1700108 2701M 2801b9 3541bs 740Iba 3T4 N3 7201ba 940 rm 341 fba 4421m 5SDtoa OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Arolwn®3.6'Min.G.C.1(2)2x5 Arplo Ctlpe I(Fig.27 780 Z I.T. 790•a 18701be 25231ba 540 Ms 5001be WA f 120 ms 748Ibe 8801Rn 18921b3 8821be 085Iba 17201ba CAPACITY(FROM THE TABLE)OF THE SELECTED
BAncton452.71 k9n.G.c.l(2)7a5Arg10C4W1(Fq.3) n2oms f120Iba eselas n4albe 2254a6 WA e40llu wA 1os91m wA fs20We WA 1022fba 13270* IWO MULLION.IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1:.
ANCHOR CAPACITY TABLE. PRODUCT REVISED
TABLE NOTES: as«mplY(n6 with 0o Flo"Building Code
Acoeplm«xo(6-o2t$.Q3
• • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, plmH r1�fn
.20911
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
By FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. Mi Dad3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125' � - . �i
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� \�� "" (F �i
• • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �° ;c�`,"\G.NsI •''•;nr
iC
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' 58705
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125°
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY U !O 6 [!
LEAST.125a THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION $fATFOF
• THE MATERIAL#10 ANCHORS INTO WOOD MAYBE STEEL.%8 S.S.CR410 S.S. �: C� FLOHIOP;•'
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��• `�`.i�(�rj(.\L ��`�
A Ll)NN MIL'L�R,P.E.
- FL P.E.#58705
TABLE 18A -
Mullion Capacity Table bslW)
Opaning Width(fonertica*sparring mil Ions)or Opening H•lght(for hodmr4e9yap 3m rg mllrons) IG!qSo In 601n 70 in to In 901n 100 in 120In 140111 180InRectw Wu Treprittanp. Recierguler TrWTdan9. RAangular Rajarn1mg. Rectangda MWTdenp. 1lactanpdor T1epf91ens. fLoterwar TfeplTwg RecienT4a TrWTdmw Rectangular Tmprrdem Rectangular Tmitmang.3.26"46teadlnaLOedn9 Load p l.oedng filed p Wadng Lmdrg lmdnp laadng Loaft Lmdnp lmdkp Loading Loadng Lmft Lmdn9 Laft losdngY
DEGLAL
Id
_ zNm If(--
42Io 170.0 620 170A -435 170.0 -7" 170.01 478 170.0 Sal 170.0 NO 170.0 992 170-0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 00.0 521 1-10.0 1735 170.0 521 160.3 1871 170.0 521 W
43In 170.0 705 170.0 624 170.0 SW 170.0 sm 170.0 9PL 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 &77 170.0 1417 170.0 050 163.7 1637 170.0 680 f40,3 1637 170.0 650 1226 t837 170.0 880
M626(n 170.0 747 170.0 303 t70.0 &W 170.0 831 f70.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 f70.0 1494 170.0 750 147.1 1552 170.0 75a 128.1 1564 170.0 756 110.4 1552 170.0 750 p N
64In 170.0 707 170,0 512 170.0 MO 170.0 691 170.0 1116 170.0 754 1700 f2T6 170.0 903 170.0 14U 170.0 637 155.2 1455 170.0 656 129.3 1455 170.0 881 110.8 1456 170.0 661 07.0 1455 170.0 881 LU O O
60In 170.0 W5 170,0 701 170.0 10a3 170.0 707 17D.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 898 125.7 1309 1S3.5 904 104.8 1308 157.1 902 69.6 INS 167.1 082 76.6' 1308 167.1 982 � J
63in 170.0 030 170.0 745 170.0 till) 170.0 8W 1f729 f247 178.0 910 142.5 1247 104.11 933 128.7 1247 1626 905 114.0 1247 144.3 952 9S0 1247 13&2 LrgB 01A 1241 135.7 935 11.3 1217 f35.7 935 W j
g68 in 170.0 974 170.0 789 170.0 flea 170.0 em 146.4 1190 163.7 On 129,9 ilea 147.0 945 115.4 tlW 130.5 928 103.9 1100 128.4 914 86.6 1190 110.5 6911 742 119D 110.1 693 64.0 1190 ila.1 893 Z U) m
72N 18t.0 1010 169,a OTT 134.7 10f0 iM.B 858 115A 10f0 127.2 612 101,0 f010 1t4.7 020 89.8 1010 tOSb B17 6D.6 1010 e&9 BD7 67.3 1010 B09 795 57.7 10f0 07.0 780 Wb 1010 87.7 709
n 76N 137,4 608 113.6 702 1U.5 800 1220 776 88,1 000 f07.1 781 85.8 Bail 98.2 748 ]8.3 8C6 882 738 01L7 BOB 82J 729 6L3 906 74J 718 49.1 B06 71.2 710 420 900 70A 700 J z
a
TB In 127.1 681 132.3 764 105.8 tel 112.E 738 90.0 661 88.6 725 79A 681 80.5 713 70.0 661 51.0 703 87.8 681 76A 881 53.0 Bat 80.1 681 45A 601 34.6 675 39.7 681 63.7 672
WN 62,T 610 65.4 374 66.9 818 721 501 59.1 816 829 554 31.7 OIB 56.1 515 46.0 848 50.9 637 41.4 648 47.0 530 J/S 64B 41.5 510 29.5 816 3&2 611 25.9 BIB 38.5 507 m Z N
0aN 80.2 590 70.1 SOB 58.8 S88 59.1 109 4&7 509 51A 491 428 Me 45.9 403 37.9 588 41.4 478 34.1 SW 38.1 470 20A 5W 33A 459 24.3 50 30.5 452 21.3 SW 283 447 rn LU W� A0 FO
108In 47.0 449 45.8 405 39.0 449 41.2 399 34.2 449 35.7 393 20.9 449 31.7 307 2&6 449 28.6 382 23.9 449 26.1 377 20.0 449 22.7 30 17.1 Mg 20.4 381 15.9 M9 18.9 3S0 !n rn
111 In 44.1 426 45,0 345 38.6 425 37.0 370 31.5 425 328 373 27.6 425 20.1 1 387 24.5 425 2&2 382 22.1 425 24.0 358 10.4 425 20.7 1 350 15.5 425 16.0 343
f20N 31.8 361 35,6 33t 28.1 ]BI 29.6 3Ta 24.8 364 25.8 321 21.0 301 220 317 IA4 104 20.5 313 17.5 364 10.7 308
1441n 20.2 253 20.4 233 16A 253 17.1 230 Q � Z O O
TABLE 18B ANCHOR CAPACITY ADJUSTMENT FORMULA: g �
Ane bar Capacity Table 1b9 ANCHOR CAP.,,,,,,,,` 8 -'
9ubctnlo: 2.7k cbrrcmle 3.5k Cone. Rogow CMU Filled CMU PTWood Metal (DIP-)X( IcANCHORCAP.-
y1B'Eko 114'88 Eko NIO'Elw 114'98 Elco pfO Bleol tl128taq Mf291e9 MULLIDN CAP.,,",,,,,/
Anchor CB Patterns AnclarTypa: 3/78 EkolOaacm 1/d"EWoUl6ecm tx via'EkAUllmon. 1/4'EkoUWecm
p ApOreca a Unmcan App eGalor 8c aw ro5)9oaw(OS) s�aw(U5) USE THIS FORMULA To OBTAIN THE°ANCHOR
Edp Mtaace p0: 11 1 2.1& 1• 2AIr sue' 1• El�-114'
11 2-lir 21 3.118' r oAW 0XV 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN
EmbedmentMV: 1.314• Tap' 1.314• Iard• r 14W t-v4• t-v4• 1-114• I-U4' r tar, Taro• lade, ACTUAL PRESSURE REQUIREMENT OR THE
2Amhers 95.NIL O.C,1(2)2s5 Arglo taps/fftp.1): 9901bs 3901ba 450 We 0909m 1700@s 210 We J54 We 740 War 374 War 720lbs 946 Me 341 War 4421ba 560 fb4 OPENING,WHEN IT IS LOWER THAN THE MULLION
1 Atrolroa®3.5•MiAO.C.I(2)2x6 Anl fe Clips I(F4 2k 780IN 780 ft 790 We 1870lbs 260 M 640 War WA 11201bs 748let O801be 1092lbs l82 Ws 8051ba 1120 tbs CAPACITY(FROM THE TABLE)OF THE SELECTED
aArxAore 2.71•MIn O.C.!(2)2i5Anpia Ceps/ffll>•31 112016s 11201W 058 Ws 22I81a 22541bs WA WA f0591b4 WA 1320 War WA t02210a 1927 War 1080 We MULLION.IT WILL YIELD MINIMUM ANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE, PRUDUC)REV)SED
FIGURE 1: m camplrin8 with Yre Florida
TABLE NOTES: 1tuRl)gng Code
Aco:pfanw No I6•02I91•113
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ex IrarlOn Date ZOZ)
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. By
FIGURE 2:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. am Product
ULLION AND
N CLIPS SHOWN ARE Nor TO SCALE.FOR
CT DIMENSIONS,
SHEETS 21-23.
• • • •
HOALES O BE DRILLED ION HE FIELD FOLLOWING DIMENSIONAL ESSTRICTIONS SHOWN ON SHEETS 21 23. .125' 45° tG��•(l.Yf�N �/�i��
z��,•'�GCNSh ''•�'i1
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' NO ;>E'.05
FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE•TREATED -
• • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063•TSAND BE A MINIMUM OF,125'
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT 45°BAY �.�A.
6L 1!d
THE MATERIAL bl ANCHORS INTO WOOD MAYBE TEEL,18-B S S ORLEAST.S CREW THREADS BEYOND MULLION :J3 ', STF}'L OF
T ..x'g.omvf*.'G,
ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. �i��CQ r•("� 1
A.LYIN,IWLER, E.
FL P,E.#58705
-+-I 1.000" I+-• --1 1.000• r- I-1.000°�f I--•1.250'--i -
--� 1-000•,� -{ 1.000' r-- I--1.266'-1 C N <
.125"
.125' ggn
.125" ,126° 2.750' 2.750• .125' 3,126'awl,
25" 3.18W SY .
2.000" 2.000' 2.116° •125° N
Nm
--- - .3i5" •3761 ' .125' O- -T -f f T Boo' T ---W
I'XTX.125'MULLION 1"X2'X.375'MULLION V X 2.75'X.375°MULLION VX 2,75'X.650•MULLION 1'X3.125°X.5'MULLION 1.25"X 3.188"X.265'MULLION 1.26X 2.11'XA25'MULLION _
6083-T6 ALUM. 6083-T6 ALUM. 8083•TS ALUM. 606346 ALUM. 608346 ALUM. 6063•TO ALUM. 60346 ALUM N
XSECTION XSECTION X-SECTION XSECTION X-SECTION XSECTION X•SECTION W Z M 0
0 Ip
co
STANDARD CLIP 1 2X5 ANGLE CLIP TABLE A Z LU
2.000' I 6003-TO ALUM. I 2125" I DIMOnalon Value In ForMulllon: O w
X-SECTION 6063•T6 ALUM. ( ) 5
2.000• XSECTION Z U-CLIP A 1.626 .,, o_
I I 8063T6 ALUM. t
1X-6ECTION '126^ B 2854 Aluminum
T- C 0.895 Tube Mullion zQ Q z N
.126' D 0.740 l- o
--I.740'I+ A 1.125 (D Z y a �
5.500" B 2.404 1'X2°X.376° a O Y 2
3.125' CUT HERETO .375" C 0. Aluminum N U))
3i5° CREATEF-CLIRSEE MIN. 835 U Q >
5.000' Tube Mullion 7
MIN. DETAILF,SHEET4 375"MIN. D 0.490 Q 0 0
W
MIN. A 1.875 �p
r-------1 r-------1 ------------------ 40
-
1 I I I I A Au-cLIP ff
I--------1 B 9.000 1'X 2.75°•X .�
L_______J 8083-T6 ALUM. `- -^-----------------' 2X5 ANGLE CLIP C 0,767 .375 Aluminum
TOPVIEW 6083T6 ALUM. D 1.118 TubO MUlllen
STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E A50 Min.
6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE
CENTER OF ANCHOR HOLE MUST LIE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1•X 2.76•X
WITHIN THE DASHED BOUNDARY.SEE HOLE MUST UE HOLE DIAMETER:ANCHOR DIAMETER+1/16". B &000 .650•
SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED
DISTANCE.MAXIMUMANCHOR HOLE BOUNDARY.SEE C 0A76 Aluminum
DIAMETER:ANCHOR DIAMETER+11181, SHEETS 5.17 FORTHE D 0 836 Tube Mullion
ANCHOR O.C. TABLE B
DISTANCE.MAXIMUM PGT Part A 2'� ^RODUCT PRVlSBD
ANCHOR HOLE Mull Dimension sheet 1°XV25'X
.375' 5.500"� •MIN. DIAMETER:ANCHOR ( Mullion 6td.Clip Onset Clip U-Clip Angle Clip B 2.837 ,600'Alum B�;ja 8t%w1lh
@BMIN. DIAMETER+ifl6'• 1"X2"X126"(b) 88605 668113M 8681118M 688243M 868511MC 0.863 Tube Mu6AcD 1.137 piret /fD21
r---- -------1------------� 11-X2"X.375"(6) B88008 868114M WSJ119M 668244M M512M
1"X 2.75'X.375'(7) 66807 666115M 6661120M 666245M 666513M B 3.282 X 285'Alum• A41an DaQo Product
B 1"X2.75"X.6W'(8) 666DB 660116M 6661121M 888246M SM14M C . 62 Tube Mull \\ /�
i_--i---i D i 1"X3.129'X.500 (8) 86637M 8861118M 6861114M 698242M 688516M D 1.782 `\���0\�(���N•1����FSi�i
I I I L --_---j 1.25'X3.188"X.265'(l2) 66841M 886'1117M MII1 3M 686241M 666516M A 1.813 1.28'X2.11° \�\�'••\\GrN3F •.,••',�
------ 121"Alum
UV X2.11"X,12V(18) 69370 WA NIA NIA 886617M Tube Mull is Ida.687D`•i
C OFFSET CLIP NOTES: - :�• Ly
6083-To ALUM.
.125° 1 TOPVIEW 1 Of'-
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ''� -' S"IA E O• >:
^C 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
A.�L'YNM�Iy���IY;�E.
- - --- FL P. 68705
i
1.000" 1,000°
1 740' fn
.0062" .385' rt ,rr ® H
O6Y
4.000" 4.000' 4.000" 2,626" 2,0L.121
ANDARDCLIPIEel
063-TB ALUM. 2.125' 2X5 ANGLE CLIP b%SECTION 2.00'.12b' U-CLIP 6063-TBALUM.I 6083•ECTION. XSECTION •125' N
LO
.126' .125' ,125" X-SECTION �--
-- -- -- -- 031'I cn
.125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
3T5' 1 375' DASHED BOUNDARY.SEE SHEETS 5 20 FORTHE ! W
T T ANCHOR O.C.DISTANCE MAXIMUM ANCHOR if
1'X 4•X.125'� 1'X 4'X.375' 1 1'%4'X.375° I HOLE DIAMETER:ANCHOR DIAMETER+1/16°. - Q7 o 0
MULLION MULLION 'T'-MULLION b' m z o O
CUTHERETO J
808SECTI N 608SECTI N 806SECTI N 37V 3.125' CREATE F-CLIP,SEE •375' 5.000' 375' P- Q tp0
X•SECTION X•SECTION XSECTION F- MIN, -.1MIN. DETAIL F,SHEET 4 rC Z
3 1.25
F F II
,376° W
CENTEROF -
1.250 ! MUSE LSE WITHIN I Z 0.¢ZQ,I
"y+
iorpe-
opZt250' ANCHOR HOLE MIN.
THE DASHED
BOUNDARY.SEE VI R Z 0 ¢ W 5
SHEETS -20 O N2.876' QZzcoTHEANCHORO.C. T
DISTANCE
3.250' 3. LMAXIMUM
I ANCHOR OLE
��R0.100, ANCHOR
DIAMETER+iH6 L-----------
r�
` ----------j . .�¢m£O .O
�.100° 2X5 ANGLE CLIP4• 4' STANDARD CLIP U-0LIP (IDS ALUM
� IY
--i .620' h ---1 ,820• I^ Z.ENTER.'
ANCHORHOLEMUSTLIE 80TOMAEWM80TOPVIEWMTOPVIEW THE DASHED BOUNDARY.SEE
1.25"X 3.25'X.100' 1.25"X 3.2V X.524' 1.25'X 3.94'X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT,
MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmsnsion Valus(In)For Mellon: Dimension Value On)For Mullion:
8005.75ALUM, 6005•T6ALUM' 6005•TSALUM. DIAMETER:ANCHOR DIAMETER+III 6'. 7 )4' F 1ue For Mullion:X-SECTION X•SECTION X-SECTION
G 1,000 .125" G 0,600 X.6241
���--------- H 2600 Aluminum H 1,438 Aluminum
34�125' 376' S5�" 376' � MulX 1 3.825 Tube Mullion
1.37T� .125' ,CI�Y1.877° MIN. � F 3.187 1'X4'X F 2626 1.25'X3.94'
I 0 0,757 .375' G 1.125 X.624°
r--- --_� ----_ H 2A30 Aluminum H 1.600 Aluminum
t I 1 r - i I 30D0 Tube i4'T' I 3.260 7Ube Mullbn '''t'AUCTREVISED
I I 1 I I os complying with the Florida
I I I I F 2250 1.26'X3.2b' F 2.813 30•Ba Mu)1 Building code (f� 18 03
.125" I I I I I I G 0.750 X.100' F 2.875 46•Be Mu6 Acceplancel4o
125' 451 2.260' 1 i I i i I H 1.500 Aluminum B P Date
i H j I 3250 Tube Mullion BY
3,260' 1 I t I I I MI Dade Product
46-BAY MULLION 3.250, I 1 I I TABLE D
30'BAY MULLION 8083•TB ALUM. I I ! ;_•_ ! Mull Dlmondon POT Panay ��t� GYNN 6063-T6 ALUM. X-SECTION (dtodt M) Mullion Std.Clip Offset Clip U•CII Angle Clip �� CC(,.••......
<<• ��X•SECiION 1 P P P 9 P 1.� GENSt; '•`'Q �!.
{ I 0 OFFSET CLIP 1'X4-%.125-(10) 69364 8WlIiM WGi122M 868241M 666518M
,228'- �•9g1"+� •226-F�.981"-•I •125' 6 OP ALUM. 1'X4'X,375'(11) 66810 6MI12M W61123M 666242M 686519M a,=;' ND 68705
.740' 1'X4"X.375•"1°(11) 66663 60112M 6681123M 668242M 666519M _
IEW
NOTES: 1.2S'X3.25'X.100'(13) 20160 6MI127M 6MI124M 6562410M 6665115M �. „ 41
1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.25'X.824'(14) 20161 8881128M 6661125M 6682411M 8665116M NI ,�!�(I�`
1.26-X%W X.024-(16) 20162 6681117M 6851126M 666241M 668517M S`' '�= F :••`\-
2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS, 3o Deylue(19) 88649 WA WA WA 6685110M '')A, • ?LORPI". •�C.�. -
48 Dogma(20) 66M WA S ]
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. R;Y.E.
-- -
- FL P.E. 58705
TABLE E ® x
Mull Dimension POT ParL# @
(sheet#) Mullion Std.Clip U Clip Angle Clip �'1 LIT
25' '�)-'125' --11 -.125- � �2"X4'X.25'(18) 66602 688261M 66B271M 8685112M I k o2"X8•X.25"(17) 66604 666262M 666272M 66651'13M STANDARD CLIP U-cLIP 2X6ANOLEcuP gz°6063-T8 ALUM. 6083-T6 ALUM. 8063•TB ALUM.
2.000" XSECTION 2.125' X-SECTION 2,000" XSECTION
NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" .126' L •125" B m
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. ON
----- -2)SEE-SHEETS 5-20 FOR SUGGESTED,APPROXIMATE
HOLE LOCATIONS.
3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500'
g Q N
CUTHERETO 5.000' III.--375" W N 00
2.000" .375° 3.500' SEEAT TAIL,, ,375' ¢ I MIN. CO Z cn J
_SEE DETAIL F, .376' F, Q co
MIN. SHEET4 MIN.
� J
UJi-------- ---�-- -------� --I-- i---------------------i Z £
Z
j I I 1 Q J d'
4.000' f -�-- --- --�- 3.438" 4 + 3.438" Q --------i Z U Q rn
.250' 2'X 4'X.26' I I I I Q 0 Z
MULLION I 3.438° I I--ej) Z O C)
6003-T6 ALUM. 1 I I I
XSECTION I I I I I -_-------� MIN. W .�
1 l -------� -- -- L L------------ J fY f52
77
L -- �_ STANDARDCLIP 2X5 ANGLE CLIP U 2 ¢ Q Q
U-CLIP,6083•TBALUM. Q
CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. SED FOR 2'X 4'MULLION.SHEET 18 CENTER OF ANCHOR HOLE MUST LIE 6003-T8 ALUM. a Z m Q 00
Q
.250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW 70PVIElN WITHIN THE DASHED BOUNDARY.SEE TOPVIEW ���
SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS S20 FOR THE ANCHOR O.O.
DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE n
DIAMETER:ANCHOR DIAMETER*1116•. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 41118'.
SHEETS 5-20 FOR THEANCHOR O.C.
5.500' DISTANCE.MAXIMUM ANCHOR HOLE
CUTHERETO DIAMETER ANCHOR DIAMETER+1/18'. 5.000"
2.000' 3.500' -{ CREATE F-CLIP,
.375' q I SEE DETAIL F. .375' .375"
MIN. -SHEET4 MIN. MIN.
376'
1 1 1 I I
I I I I I I
1 1 I I 1 !•RGDUCT RCVISW
j m complying with dlo Fled&
I I I I BnBdingcedc 16,02,18.03
1 1 I I I I Acccplmce No
� � � � B Imlion•Dme Q021
I I I I I I By
I_ 4.688" ¢ +--------i Mlml lroQud'.
.260' 6.000" -j-- T- - 1 t 5.438' I
b.438• I 6.436' i `\\\\'- NA"( %:....,49i��'/,,�
\.r ENSF ''•F� i
2'X6'X.25•
MULLION I I i = `' No.5B705
806SECTI N I I I I .375 ',E F� •'f'
XSECTION F.��e
L----------------- I MIN. ..CC _•,.ORL.•� C9 !� I- t) ..
---�
STANDARD CLIP U-CLIP 2X5 ANGLE CUP tQ \ \
260' BOB3TBALUM. 6063-T6ALUM. 6083-TSALUM. ////s110(\In' i�\`\\\
TOP VIEW USED FOR 2"X 8'MULLION.SHEET 17 TOPVIEW A.LvFhS hAILL�R,P.E.
TOPVIEW
FL P.E.fi 58705
EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES DESIGN PRESSURE OF+60.0/-60.0 PSF. _
1 INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"�5.REFERENCING SHEET 25,7HE COLUMN USING a
NOIWCHORS W HEAD )
--- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT(SAT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED h
DESIGN PRESSURE OF-60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE
FENESTRATION pETAILS,
PROOUC SHEETS FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.37b'MULLION(LENGTH=72,OPENING WIDTH a 70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.58.3 PSF AND WOULDSEE O
NOT BE SUITABLE FOR THIS APPLICATION.
APPROVAL
-
n y w 2.7 of U
FROM TABLE 4A,SHEETS,THE 1'X 2.75"X.650'MULLION(LENGTH a 72",OPENING WIDTH-70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE �'
72' OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 635 LBS.
MULLION
IV
—LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CUP WITH(4)#12 ANCHORS AND THE 2X5 '6 io {�....
ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. O AA N
SEE
DETAILS, -- 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL
SHEETS APPLY TO THE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J — W
2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N
E
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU C3
32 ANCHORS IN WINDOW Sl THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ? C3
--I MUL_WIOTH 636 LBS 1
OPENING WIDTH (60 PSF)X( 72 7 PSF/a 624A LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) g
z � m •�
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318.THE OPENING REQUIRES A [�j
DESIGN PRESSURE OF+50.01-56.0 PSF, J z
d FOR THE VERTICAL MULLION: � v
Q o
1 co
)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 321+72"+1"=105°AND THE OPENING WIDTH IS 38'+38'+1"=73".REFERENCING SHEET 25, d Z
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED,SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH N ING AND WILL
EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.OF55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N J 4
MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X2.75-X.376'MULLION(LENGTH a 108',OPENING WIDTH=80")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF � g Y Y
_I_I_ AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, U Q O O
FROM TABLE 12A,SHEET 16,THE 2"X 4•X.250'MULLION(LENGTH=1011'.OPENING WIDTH=60')HAS A DESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d
DETAILS.
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, 0_ Z mo �
32' SEE SHEETSQ_'
FENESTRATION EE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=74',NOT 73'AS PREVIOUSLY >
PRODUCTS " , ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL \ - THE 73'DIMENSION(35-12'+35-112"+2'-?3').
\? 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
VERTICAL I I CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.
MULLION -�SEE SEE USING THE STANDARD CLIP WITH(6)3/15'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND
LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS.
S SHEETS 2.3 SHEET3 FOR THE HORIZONTAL MULLIONS:
OPENING
HEIGHT
FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
HORM MULLION TYPE COULD BE CHOSEN.
MULLION 72• PRODUCTRGVISED
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32"+72'+2"-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRUWGULAR LOADING MAYBE 69 mmplyi wide YIa FIBt{�I
USED.FROM TABLE 12A,SHEET 16,THE 2-X 4'X 250-MULLION(®LENGTH-42,OPENING HEIGHT-120`1 HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE nca mm No.t6•o21 S•0,3
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. W SEE piT6lioR Die
DETAILS, 2)USETABLE 12BTOFINDTHE ANCHORTYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHECMU SUBSTRATE INTHIS EXAMPLE,ASSUME THE CMU JAMBSARE8" BySHEETSWIDE.IFTHE MULLION CLIPWERETO BECENTERED WITHIN THE8%CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGEDISTANCE,USINGTHE2X5 ANGLE CLIPSWITH Mlam DnM120
23 (4)3/16'ULTRACON ANCHORSATAN EDGE DISTANCEOF 1°GIVES ANANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FORTHEREQUIRED /
ANCHOR CAPACITY OF521 LBS. `` o�AV UNN�L//��/4��
3B'HOWZ II 36`,HOR12.
�F-- 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR �a��,•''�,LGENSg '•,F.A ��LtENING
LENGTH�'''I(ICAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL--I ANCHOR TYPE IS A#12 STEEL SCREW. 1T' IJo.58705
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION; ..0. „+Ct 1�••; LY+/-17Q0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; r%' O ( lu;
+/-170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). (�'., S ATE O Z!,
THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. FL0TI10P
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION pN
PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN Y�VN 1vflLL♦ P.E.
tl,-- - -- ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUB A.L
SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#11AR
EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: x�
5
. I PW PW 0
PW °
I �Z
HE,
SHIDH SHIDH SHIDH mPW PW U) N Ir
u Q Q / / ° w
LU a
(o
0 C
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j n j to
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HINGED F- J
DOOR
PW iSGD W
1 LOADING OF VERTICAL MULLION
I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d •- V•
PW Q Z N O
� o
0
PW PW PW (� A Y
/ h PW LLI Z Y Y
/ I FL Q U N
SHIDH SHIDH I U
SHIDH SHIDH Q, Q ° O
4 4 a2 zNo
SHIDH �� €� D:
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION
I PW i PW HR
I
I -
I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
I MULLION
i
P" HINGED PW PW NOTES:
;!L6bUCP REVISED i
DOOR I as complYins with Wa Fiodda
1)DRAWINGS ARE DulldingCoda
I RERESENTATIONS OF TYPICAL Acaptatico Na O
PW CONFIGURATIONS. Imt D+rta QO
I PW CONFIGURATIONS NOT SHOWN By
f / / MAY BE EXTRAPOLATED FROM Mi,un Da Product
O O / THOSE SHOWN.
2)IF THE LOADING TYPE CANNOT \��� ( LYNN Ali//:�/
BE DETERMINED,USE �� G,'•CE1JS <
RECTANGULAR LOADING. •��.•' �1 F ''•`r �:
PW PW PW
I W I
3 SEE PRODUCTS'APPROVALFOR �4
No.56705
- - I ACTUAL ANCHOR LOCATIONS. _
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I - (}'•-
MULLIONS
1 / `'U•'�,
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALM i / 1
SGD sq',ILOF .V!'
to
LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN OARI'd.E.
MULLION MULLION FL P.E.#58705